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JP7171005B1 - Receiving member, cylindrical member for anchor bolt with receiving member, block fixture, and block fixing structure - Google Patents

Receiving member, cylindrical member for anchor bolt with receiving member, block fixture, and block fixing structure Download PDF

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JP7171005B1
JP7171005B1 JP2022124400A JP2022124400A JP7171005B1 JP 7171005 B1 JP7171005 B1 JP 7171005B1 JP 2022124400 A JP2022124400 A JP 2022124400A JP 2022124400 A JP2022124400 A JP 2022124400A JP 7171005 B1 JP7171005 B1 JP 7171005B1
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bolt
anchor
bolt head
block
cylindrical member
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JP2024021518A (en
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昭一 岩崎
浩 須加
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株式会社サイコン工業
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
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Abstract

【課題】アンカーボルトのブロックへの押し付けの程度を外部から視認でき、ボルトねじ山、筒部材やブロックが破損するのを防止する。【解決手段】設置面80に設置される車止めブロック70内に埋設される筒部材に挿通され、筒部材に収納されるボルト頭部41、設置面80に打ち込まれるアンカーにねじ込まれるボルト軸部を有するアンカーボルト40用の受け部材であって、ボルト軸部が挿通する第1挿通穴と、ボルト頭部41が当接するボルト頭部当接部31と、アンカーボルト40が筒部材に挿通されてボルト軸部がアンカーにねじ込まれたときに、筒部材の保持壁面13aに当接する壁面当接部33とを備え、ボルト軸部がアンカーにねじ込まれてボルト頭部当接部31がボルト頭部41に、壁面当接部が保持壁面13aに当接したときに、アンカーへのねじ込みによりボルト頭部41を第1位置P1から第2位置P2に移動させるように壁面当接部が変形する受け部材。【選択図】図11An object of the present invention is to allow the degree of pressing of an anchor bolt against a block to be visually recognized from the outside, and to prevent damage to bolt threads, a cylindrical member, and the block. A bolt head (41) inserted into a tubular member embedded in a car stop block (70) installed on an installation surface (80) and housed in the tubular member, and a bolt shaft screwed into an anchor driven into the installation surface (80). A receiving member for the anchor bolt 40 having a first insertion hole through which the bolt shaft portion is inserted, a bolt head contact portion 31 against which the bolt head portion 41 contacts, and a cylindrical member through which the anchor bolt 40 is inserted. and a wall surface contact portion 33 that contacts the holding wall surface 13a of the cylindrical member when the bolt shaft is screwed into the anchor, and the bolt head contact portion 31 contacts the bolt head when the bolt shaft is screwed into the anchor. 41, when the wall contact portion contacts the holding wall surface 13a, the wall contact portion deforms so as to move the bolt head 41 from the first position P1 to the second position P2 by screwing into the anchor. Element. [Selection drawing] Fig. 11

Description

本発明は、四輪自動車(以下「車」という。)を所定の位置に止めるための車止めブロック等のブロックに使用される受け部材、受け部材付アンカーボルト用筒部材、ブロック固定具及びブロック固定構造に関するものである。 The present invention relates to a receiving member used for a block such as a wheel stop block for stopping a four-wheeled vehicle (hereinafter referred to as "vehicle") at a predetermined position, a cylindrical member for an anchor bolt with a receiving member, a block fixture, and a block fixing device. It is about structure.

駐車場等においては、車を所定の位置に止めるための車止めブロックが設置される。
車止めブロックは、車の後輪や前輪のタイヤが当たる傾斜面と駐車場等の設置面に置かれる底面を備えたコンクリート製等のブロックであり、駐車場等の設置面がコンクリート面等の場合、コンクリート面等にアンカー等を打ち込み、車止めブロックに挿通させたアンカーボルトをアンカー等にねじ込むことにより、車止めブロックを設置面であるコンクリート面等に固定する。
このようにアンカーボルトとアンカー等を使用して車止めブロックをコンクリート面等に設置することに関しては、設置作業の作業効率の向上や設置後に車止めブロックが外れないようにする等の観点から種々の提案がなされている。
In a parking lot or the like, a car stop block is installed to stop a car at a predetermined position.
A car stop block is a block made of concrete or the like that has a sloping surface on which the rear and front wheels of a vehicle come into contact and a bottom surface that can be placed on a parking lot or other installation surface. Anchors or the like are driven into a concrete surface or the like, and anchor bolts inserted through the car stop blocks are screwed into the anchors or the like, thereby fixing the car stop blocks to the concrete surface or the like which is the installation surface.
Various proposals have been made regarding the use of anchor bolts and anchors to install the car stop block on a concrete surface, etc., from the viewpoints of improving the work efficiency of the installation work and preventing the car stop block from coming off after installation. is done.

例えば、特許文献1(特開平11-315814号公報)には、上下方向に延びる貫通孔1を有する車止めブロック2と、ブロック2を母材となる車輪転動面(地面)Sに固定するための固定具3と接着材4とを備えた車止め装置であって、固定具3は、拡張アンカー20とボルト19とから構成され、ボルト19とブロック2との間には、互いに適合してブロック2を不動状態に固定せしめる嵌合部5、6が対にして設けられ、貫通穴1は、ブロック2内に埋設された筒部材7と、ブロック2の底面2aに開口する広がり穴部17とで構成され、筒部材7は筒本体部7aと皿状部7bとを備え、筒本体部7aと皿状部7bとの間には、ブロック2側の前記嵌合部を構成する嵌合受部としてのテーパー状凹部6が形成され、ボルト19には、その六角頭部16の下部に下向きに細くなるテーパー状部5が形成され、前記拡張アンカー20は、内ねじ部20bと拡張自在な拡張部21とを有して車輪転動面Sに形成された受け穴25に挿入される拡張スリーブ20aと、拡張スリーブ20a内でその軸線方向に進出して拡張部21を拡張せしめる拡張素子22とを備え、前記ボルト19は、拡張素子22を押圧して拡張素子22に進出力を付与するねじ棒部28を備えてなる、車止め装置が開示されている。 For example, in Patent Document 1 (Japanese Patent Application Laid-Open No. 11-315814), a wheel stop block 2 having a through hole 1 extending in the vertical direction and a block 2 for fixing to a wheel rolling surface (ground) S as a base material The anchoring device 3 comprises an expansion anchor 20 and a bolt 19, and between the bolt 19 and the block 2, blocks are fitted to each other. The through hole 1 consists of a cylindrical member 7 embedded in the block 2 and a widening hole 17 opening to the bottom surface 2a of the block 2. The tubular member 7 includes a tubular main body portion 7a and a dish-shaped portion 7b, and a fitting receiver constituting the fitting portion on the block 2 side is provided between the tubular main body portion 7a and the dish-shaped portion 7b. The bolt 19 is formed with a tapered portion 5 that tapers downward at the lower portion of the hexagonal head portion 16, and the expansion anchor 20 is freely expandable with the inner threaded portion 20b. An expansion sleeve 20a having an expansion portion 21 and inserted into a receiving hole 25 formed in the wheel rolling surface S, and an expansion element 22 extending axially within the expansion sleeve 20a to expand the expansion portion 21. and the bolt 19 is provided with a threaded rod portion 28 that presses against the expansion element 22 and imparts an advancing force to the expansion element 22.

しかしながら、特許文献1の車止め装置においては、ボルト19のねじ棒部28を拡張スリーブ20aにねじ込むことにより、ボルト19の六角頭部16がテーパー状部5を介して筒部材7の皿状部7bを押し付け、ブロック2を車輪転動面(地面)Sに固定することから、ボルト19(ねじ棒部28)の拡張スリーブ20aへのねじ込みが浅く、六角頭部16のテーパー状部5(筒部材7の皿状部7b)への押し付けが弱いと、ブロック2への車輪Wの衝突が繰り返されることによりボルト19が緩んでブロック2が輪転動面(地面)Sから外れるという問題が生ずる。
逆に、ボルト19(ねじ棒部28)の拡張スリーブ20aへのねじ込みが深く、六角頭部16のテーパー状部5(筒部材7の皿状部7b)への押し付けが強すぎると、ボルト19(ねじ棒部28)や拡張スリーブ20aのねじ山が潰れたり、筒部材7(皿状部7b)やブロック2が破損して、ブロック2を車輪転動面(地面)Sに固定できなくなるという問題が生ずる。
However, in the wheel stop device of Patent Document 1, by screwing the threaded rod portion 28 of the bolt 19 into the expansion sleeve 20a, the hexagonal head portion 16 of the bolt 19 extends through the tapered portion 5 to the dish-shaped portion 7b of the cylindrical member 7. is pressed to fix the block 2 to the wheel rolling surface (ground) S, the screwing of the bolt 19 (threaded rod portion 28) into the expansion sleeve 20a is shallow, and the tapered portion 5 (cylindrical member If the pressing of the plate 7b) of the block 7 is weak, repeated collisions of the wheel W against the block 2 will loosen the bolt 19 and cause the block 2 to come off the wheel rolling surface (ground) S.
Conversely, if the bolt 19 (threaded rod portion 28) is deeply screwed into the expansion sleeve 20a and the hexagonal head portion 16 is pressed too strongly against the tapered portion 5 (the dish-shaped portion 7b of the tubular member 7), the bolt 19 (Threaded rod portion 28) and expansion sleeve 20a are crushed, and cylindrical member 7 (dish-shaped portion 7b) and block 2 are damaged, making it impossible to fix block 2 to wheel rolling surface (ground) S. A problem arises.

この点、特許文献2(特表2013-545044号公報)には、穿孔40内に挿入されるボルト41を有し、ボルト41の下部には、拡張スリーブ45及び当該拡張スリーブ45用の拡張コア46が備えられ、ボルト41の上端部には締め付けナット49が設けられたコンクリート用アンカー1であって、締め付けナット49と固定対象部材8との間には荷重表示ワッシャ2が配置され、荷重表示ワッシャ2は、固定対象部材8に対向するリング状のベース部材11と、締め付けナット49に対向するリング状のカバー部材13とを有し、ベース部材11の貫通開口12とカバー部材13の貫通開口14にはボルト41が挿通され、カバー部材13からベース部材11に向けて軸線方向に突出する規制リング18が設けられ、ベース部材11とカバー部材13との間には、ダイラタント物質からなるリング状の表示部材4が規制リング18を取り囲むように設けられたコンクリート用アンカー1が開示されている。 In this regard, Patent Document 2 (Japanese Patent Publication No. 2013-545044) has a bolt 41 inserted into the bore 40, and below the bolt 41, an expansion sleeve 45 and an expansion core for the expansion sleeve 45 46, and a tightening nut 49 is provided on the upper end of the bolt 41. A load indicating washer 2 is arranged between the tightening nut 49 and the member to be fixed 8 to display the load. The washer 2 has a ring-shaped base member 11 facing the member to be fixed 8 and a ring-shaped cover member 13 facing the tightening nut 49 . A regulating ring 18 is provided, through which a bolt 41 is inserted through the cover member 13 toward the base member 11 in the axial direction. A concrete anchor 1 is disclosed in which a display member 4 of is provided so as to surround a regulating ring 18 .

しかしながら、ブロック内に埋設された筒部材にアンカーボルトを挿通させ、アンカーボルトが筒部材内に収納されるようにして、コンクリート面等に打ち込まれたアンカーにアンカーボルトをねじ込んでコンクリート面等にブロックを固定する場合、特許文献2のコンクリート用アンカー1では、荷重表示ワッシャ2が筒部材の中に収納され、外部から視認できないという問題がある。
また、特許文献2のコンクリート用アンカー1(荷重表示ワッシャ2)においては、締め付けナット49の締め付けにより、ベース部材11とカバー部材13とが互いに軸線方向に押し付けられ、表示部材4は軸線方向に圧迫されて変形し、荷重が増大するにつれ、カバー部材13の規制リング18がベース部材11に当接するまで、表示部材4は更に変形していくが、規制リング18がベース部材11に当接した後、締め付けナット49の締め付けにより過大な荷重が表示部材4と固定対象部材8に加わると、表示部材4や固定対象部材8が破損するという問題がある。
これより、特許文献2のコンクリート用アンカー1(荷重表示ワッシャ2)を特許文献1の車止め装置の固定具3(拡張アンカー20とボルト19)に適用しても、ボルト19(六角頭部16)のテーパー状部5(筒部材7の皿状部7b)への押し付けが強すぎて、ボルト19等のねじ山が潰れたり、筒部材7やブロック2が破損するという問題が残る。
However, by inserting the anchor bolts through the cylindrical member embedded in the block and storing the anchor bolts in the cylindrical member, the anchor bolts are screwed into the anchors driven into the concrete surface, etc. is fixed, the concrete anchor 1 of Patent Document 2 has a problem that the load indicating washer 2 is housed in the cylindrical member and cannot be visually recognized from the outside.
In addition, in the concrete anchor 1 (load indicating washer 2) of Patent Document 2, by tightening the tightening nut 49, the base member 11 and the cover member 13 are pressed against each other in the axial direction, and the indicating member 4 is pressed in the axial direction. As the load increases, the display member 4 further deforms until the regulating ring 18 of the cover member 13 comes into contact with the base member 11 . If an excessive load is applied to the display member 4 and the member to be fixed 8 by tightening the tightening nut 49, there is a problem that the display member 4 and the member to be fixed 8 are damaged.
From this, even if the concrete anchor 1 (load indicating washer 2) of Patent Document 2 is applied to the fixture 3 (expansion anchor 20 and bolt 19) of the wheel stop device of Patent Document 1, the bolt 19 (hexagonal head 16) is pressed against the tapered portion 5 (dish-shaped portion 7b of the cylindrical member 7) too strongly, the thread of the bolt 19 or the like may be crushed, or the cylindrical member 7 or the block 2 may be damaged.

特開平11-315814号公報JP-A-11-315814 特表2013-545044号公報Japanese translation of PCT publication No. 2013-545044

本発明が解決しようとする課題は、ブロック内に埋設された筒部材にアンカーボルトを挿通させ、アンカーボルトが筒部材内に収納されるようにして、コンクリート面等に打ち込まれたアンカーにアンカーボルトをねじ込んでコンクリート面等にブロックを固定するに際し、アンカーボルトのブロックへの押し付けの程度を外部から視認でき、アンカーボルトの押し付けが強すぎて、ボルトのねじ山が潰れたり、筒部材やブロックが破損するのを防止することである。 The problem to be solved by the present invention is to insert an anchor bolt through a cylindrical member embedded in a block so that the anchor bolt is housed in the cylindrical member, and the anchor bolt is attached to the anchor driven into the concrete surface or the like. When fixing a block to a concrete surface by screwing it in, the degree of pressing of the anchor bolt against the block can be visually confirmed from the outside. It is to prevent damage.

請求項1の発明は、設置面に設置されるブロック内に埋設される筒部材に挿通され、該筒部材に収納されるボルト頭部を有し、前記設置面に打ち込まれるアンカーにねじ込まれるボルト軸部を有するアンカーボルト用の受け部材であって、前記ボルト軸部が挿通する第1挿通穴と、前記ボルト頭部が当接するボルト頭部当接部と、前記アンカーボルトが前記筒部材に挿通されて前記ボルト軸部が前記アンカーにねじ込まれたときに、前記筒部材の保持壁面に当接する壁面当接部とを備え、前記ボルト軸部が前記アンカーにねじ込まれて前記ボルト頭部当接部が前記ボルト頭部に当接し、前記壁面当接部が前記保持壁面に当接したときに、前記ボルト軸部の前記アンカーへのねじ込みにより、前記ボルト頭部を前記ボルト頭部が前記ボルト頭部当接部に当接した第1位置から前記アンカーボルトの締付圧が前記ブロックを前記設置面に押し付けるのに適した大きさとなる第2位置に移動させるように前記壁面当接部が変形する受け部材を提供して、上記課題を解決するものである。 According to the invention of claim 1, the bolt is inserted into a cylindrical member embedded in a block installed on an installation surface, has a bolt head housed in the cylindrical member, and is screwed into an anchor driven into the installation surface. A receiving member for an anchor bolt having a shank, comprising: a first insertion hole through which the bolt shank is inserted; a bolt head abutting portion with which the bolt head abuts; and the anchor bolt on the tubular member. a wall surface contact portion that contacts a holding wall surface of the cylindrical member when the bolt shaft is inserted and screwed into the anchor, and the bolt shaft contacts the bolt head when the bolt shaft is screwed into the anchor; When the contact portion abuts the bolt head and the wall abutment portion abuts the holding wall, screwing the bolt shank into the anchor causes the bolt head to engage with the bolt head. The wall contact portion is moved from the first position where the bolt head contact portion contacts to the second position where the tightening pressure of the anchor bolt is suitable for pressing the block against the installation surface. The object is to solve the above problems by providing a receiving member that deforms.

請求項2の発明は、前記ボルト頭部当接部は厚肉部を有し、前記保持壁面当接部は薄肉部を有する受け部材を提供して、上記課題を解決するものである。 The invention according to claim 2 provides a receiving member in which the bolt head contact portion has a thick portion and the holding wall contact portion has a thin portion, thereby solving the above problems.

請求項3の発明は、設置面に設置されるブロック内に埋設されて、前記設置面に打ち込まれるアンカーにねじ込まれるボルト軸部を有するアンカーボルトが挿通するアンカーボルト用筒部材と前記ボルト軸部が挿通する第1挿通穴を有する受け部材とを備えた受け部材付アンカーボルト用筒部材であって、前記アンカーボルト用筒部材は、前記ボルト軸部が挿通する第2挿通穴と保持壁面を有する筒部材本体とを備え、前記受け部材は、前記ボルト頭部が当接するボルト頭部当接部と、前記アンカーボルトが前記筒部材に挿通されて前記ボルト軸部が前記アンカーにねじ込まれたときに前記筒部材の保持壁面に当接する壁面当接部とを備え、前記ボルト軸部が前記アンカーにねじ込まれて前記ボルト頭部当接部が前記ボルト頭部に当接し、前記壁面当接部が前記保持壁面に当接したときに、前記ボルト軸部の前記アンカーへのねじ込みにより、前記ボルト頭部を前記ボルト頭部が前記ボルト頭部当接部に当接した第1位置から前記アンカーボルトの締付圧が前記ブロックを前記設置面に押し付けるのに適した大きさとなる第2位置に移動させるように前記壁面当接部が変形する受け部材付アンカーボルト用筒部材を提供して、上記課題を解決するものである。 The invention according to claim 3 is a cylindrical member for an anchor bolt through which an anchor bolt having a bolt shank screwed into an anchor that is embedded in a block installed on an installation surface and driven into the installation surface, and the bolt shank. a receiving member having a receiving member having a first insertion hole through which the anchor bolt cylindrical member is inserted, wherein the anchor bolt cylindrical member includes a second insertion hole through which the bolt shaft portion is inserted and a holding wall surface The receiving member includes a bolt head abutment portion with which the bolt head abuts, and the anchor bolt is inserted through the tubular member and the bolt shaft portion is screwed into the anchor. and a wall surface contact portion that contacts the holding wall surface of the cylindrical member when the bolt shaft portion is screwed into the anchor so that the bolt head contact portion contacts the bolt head and the wall surface contact portion contacts the bolt head. When the bolt head abuts against the holding wall surface, screwing the bolt shaft into the anchor causes the bolt head to move from the first position where the bolt head abuts against the bolt head abutting portion. A tubular member for an anchor bolt with a receiving member, in which the wall surface contact portion is deformed so that the anchor bolt tightening pressure moves the block to a second position where the size is suitable for pressing the block against the installation surface. , to solve the above problems.

請求項4の発明は、前記アンカーボルト用筒部材は、前記筒部材本体に係合し前記アンカーボルト用筒部材の上部を形成する筒部材上部をさらに備えたことを特徴とする受け部材付アンカーボルト用筒部材を提供して、上記課題を解決するものである。 According to a fourth aspect of the invention, the anchor bolt tubular member further includes a tubular member upper portion that engages with the tubular member main body and forms an upper portion of the anchor bolt tubular member. SUMMARY OF THE INVENTION It is an object of the present invention to solve the above problems by providing a cylindrical member for bolts.

請求項5の発明は、前記受け部材は鍔部を有し、前記筒部材上部には放射状に配置された複数の爪部が設けられ、該複数の爪部は前記鍔部が接触しながら通過する爪部空間を形成し、前記ボルト頭部が第1位置から第2位置に移動したときに、前記鍔部は前記爪部空間を通過して前記複数の爪部が被さる位置に移動する受け部材付アンカーボルト用筒部材を提供して、上記課題を解決するものである。 In the invention according to claim 5, the receiving member has a collar, and a plurality of claws arranged radially are provided on the upper part of the cylindrical member, and the plurality of claws pass while the collar is in contact with each other. and the collar portion passes through the claw portion space and moves to a position covered by the plurality of claw portions when the bolt head moves from the first position to the second position. The above problem is solved by providing a cylindrical member for an anchor bolt with a member.

請求項6の発明は、設置面に打ち込まれるアンカーと、該アンカーにねじ込まれるボルト軸部を有するアンカーボルトと、前記設置面に設置されるブロック内に埋設されて前記アンカーボルトが挿通するアンカーボルト用筒部材と前記ボルト軸部が挿通する第1挿通穴と有する受け部材とを備えたブロック固定具であって、前記アンカーボルト用筒部材は、前記ボルト軸部が挿通する第2挿通穴と保持壁面を有する筒部材本体とを備え、前記受け部材は、前記ボルト頭部が当接するボルト頭部当接部と、前記アンカーボルトが前記筒部材に挿通されて前記ボルト軸部が前記アンカーにねじ込まれたときに前記筒部材の保持壁面に当接する壁面当接部とを備え、前記ボルト軸部が前記アンカーにねじ込まれて前記ボルト頭部当接部が前記ボルト頭部に当接し、前記壁面当接部が前記保持壁面に当接したときに、前記ボルト軸部の前記アンカーへのねじ込みにより、前記ボルト頭部を前記ボルト頭部が前記ボルト頭部当接部に当接した第1位置から前記アンカーボルトの締付圧が前記ブロックを前記設置面に押し付けるのに適した大きさとなる第2位置に移動させるように前記壁面当接部が変形するブロック固定具を提供して、上記課題を解決するものである。 According to a sixth aspect of the invention, there is provided an anchor driven into an installation surface, an anchor bolt having a bolt shaft screwed into the anchor, and an anchor bolt embedded in a block installed on the installation surface and through which the anchor bolt is inserted. and a receiving member having a first insertion hole through which the bolt shaft portion is inserted, wherein the anchor bolt tubular member includes a second insertion hole through which the bolt shaft portion is inserted. A cylindrical member main body having a retaining wall surface, the receiving member includes a bolt head abutting portion with which the bolt head abuts, and the anchor bolt is inserted through the cylindrical member so that the bolt shaft portion is attached to the anchor. a wall surface abutting portion that abuts against the holding wall surface of the tubular member when screwed into the bolt shaft portion, the bolt head abutting portion abutting the bolt head when the bolt shaft portion is screwed into the anchor; When the wall surface contact portion contacts the holding wall surface, screwing the bolt shaft portion into the anchor causes the bolt head to contact the first bolt head contact portion. a second position where the tightening pressure of the anchor bolt has a magnitude suitable for pressing the block against the installation surface, the block fixture deforming the wall contact part, It solves the problem.

請求項7の発明は、前記アンカーは内径が広がる拡張部を備え、前記アンカーの前記ボルト軸部がねじ込まれる部分には、前記拡張部を拡張させる拡張素子が挿入されているブロック固定具を提供して、上記課題を解決するものである。 The invention according to claim 7 provides a block fastener in which the anchor has an expansion part with an increased inner diameter, and an expansion element for expanding the expansion part is inserted into a portion of the anchor into which the bolt shaft part is screwed. Then, the above problem is solved.

請求項8の発明は、設置面に打ち込まれるアンカーと、該アンカーにねじ込まれるボルト軸部を有するアンカーボルトによりブロックを設置面に固定するブロックの固定構造であって、前記ブロック内には前記アンカーボルトが挿通するアンカーボルト用筒部材が埋設され、前記ボルト軸部には第1挿通穴と有する受け部材が挿通され、前記アンカーボルト用筒部材は、前記ボルト軸部が挿通する第2挿通穴と保持壁面を有する筒部材本体とを備え、前記受け部材は、前記ボルト頭部が当接するボルト頭部当接部と、前記アンカーボルトが前記筒部材に挿通されて前記ボルト軸部が前記アンカーにねじ込まれたときに前記筒部材の保持壁面に当接する壁面当接部とを備え、前記ボルト軸部が前記アンカーにねじ込まれて前記ボルト頭部当接部が前記ボルト頭部に当接し前記壁面当接部が前記保持壁面に当接したときに、前記ボルト軸部の前記アンカーへのねじ込みにより、前記ボルト頭部を前記ボルト頭部が前記ボルト頭部当接部に当接した第1位置から前記アンカーボルトの締付圧が前記ブロックを前記設置面に押し付けるのに適した大きさとなる第2位置に移動させるように前記壁面当接部が変形するブロックの固定構造を提供して、上記課題を解決するものである。 According to an eighth aspect of the invention, there is provided a block fixing structure in which a block is fixed to an installation surface by an anchor driven into the installation surface and an anchor bolt having a bolt shaft portion screwed into the anchor, wherein the anchor is installed in the block. An anchor bolt tubular member through which a bolt is inserted is embedded, a receiving member having a first insertion hole is inserted through the bolt shaft portion, and the anchor bolt tubular member has a second insertion hole through which the bolt shaft portion is inserted. and a cylindrical member main body having a retaining wall surface, wherein the receiving member includes a bolt head abutting portion with which the bolt head abuts; and a wall surface contact portion that contacts the holding wall surface of the cylindrical member when the bolt shaft is screwed into the anchor, and the bolt head contact portion contacts the bolt head and contacts the bolt head. When the wall surface contact portion contacts the holding wall surface, screwing the bolt shaft portion into the anchor causes the bolt head to contact the first bolt head contact portion. providing a block fixing structure in which the wall contact portion is deformed so as to move from a position to a second position where the tightening pressure of the anchor bolt has a magnitude suitable for pressing the block against the installation surface, It solves the above problems.

請求項1に記載の発明の受け部材においては、受け部材が前記壁面当接部とボルト頭部当接部を備え、前記ボルト軸部が前記アンカーにねじ込まれて前記ボルト頭部当接部が前記ボルト頭部に当接し、前記壁面当接部が前記保持壁面に当接したときに、前記ボルト軸部の前記アンカーへのねじ込みにより、前記ボルト頭部を前記壁面当接部が前記保持壁面に当接した第1位置から前記アンカーボルトの締付圧が前記ブロックを前記設置面に押し付けるのに適した大きさとなる第2位置に移動させるように前記壁面当接部が変形することから、前記アンカーボルトと前記アンカーにより前記ブロックを前記設置面できるだけに強固に固定できると共に、前記アンカーボルトを前記アンカーへねじ込み過ぎて、前記アンカーボルトと前記アンカーのねじ山が潰れたり、前記アンカーボルト用筒部材や前記ブロックが破損したりすることを防止できるという効果を奏する。 In the receiving member of the invention according to claim 1, the receiving member includes the wall surface contact portion and the bolt head contact portion, and the bolt shaft portion is screwed into the anchor to form the bolt head contact portion. When the bolt head is in contact with the wall surface contact portion and the wall surface contact portion is in contact with the holding wall surface, the bolt shaft portion is screwed into the anchor so that the wall surface contact portion contacts the holding wall surface. Since the wall contact portion is deformed so as to move from the first position in contact with the wall surface to the second position where the tightening pressure of the anchor bolt has a magnitude suitable for pressing the block against the installation surface, The anchor bolt and the anchor can fix the block as firmly as possible to the mounting surface, and the anchor bolt and the anchor can be screwed too much into the anchor, which may cause the threads of the anchor bolt and the anchor to be crushed or cause the anchor bolt tube to be damaged. There is an effect that it is possible to prevent the member and the block from being damaged.

請求項2に記載の発明の受け部材においては、さらに、前記壁面当接部は、前記ボルト軸部が前記アンカーにねじ込まれて前記ボルト頭部当接部が前記ボルト頭部に当接し、前記壁面当接部が前記保持壁面に当接した場合、厚肉部は変形せず、薄肉部が変形することから、前記ボルト頭部を前記ボルト頭部が前記ボルト頭部当接部に当接した第1位置から前記アンカーボルトの締付圧が前記ブロックを前記設置面に押し付けるのに適した大きさとなる第2位置に移動させることができるという効果を奏する。 In the receiving member of the invention according to claim 2, the wall surface contacting portion is configured such that the bolt shaft is screwed into the anchor so that the bolt head contacting portion contacts the bolt head, and the bolt head contacting portion contacts the bolt head. When the wall surface contact portion contacts the holding wall surface, the thick portion does not deform and the thin portion deforms, so that the bolt head contacts the bolt head contact portion. It is possible to move the block from the first position to the second position where the tightening pressure of the anchor bolt is suitable for pressing the block against the installation surface.

請求項3に記載の発明の受け部材付アンカーボルト用筒部材においては、受け部材が前記壁面当接部とボルト頭部当接部を備え、前記ボルト軸部が前記アンカーにねじ込まれて前記ボルト頭部当接部が前記ボルト頭部に当接し、前記壁面当接部が前記保持壁面に当接したときに、前記ボルト軸部の前記アンカーへのねじ込みにより、前記ボルト頭部を前記壁面当接部が前記保持壁面に当接した第1位置から前記アンカーボルトの締付圧が前記ブロックを前記設置面に押し付けるのに適した大きさとなる第2位置に移動させるように前記壁面当接部が変形することから、前記アンカーボルトと前記アンカーにより前記ブロックを前記設置面にできるだけ強固に固定できると共に、前記アンカーボルトを前記アンカーへねじ込み過ぎて、前記アンカーボルトと前記アンカーのねじ山が潰れたり、前記アンカーボルト用筒部材や前記ブロックが破損したりすることを防止できるという効果を奏する。 In the cylindrical member for an anchor bolt with a receiving member according to the invention of claim 3, the receiving member includes the wall surface contact portion and the bolt head contact portion, and the bolt shaft is screwed into the anchor to When the head contact portion contacts the bolt head and the wall contact portion contacts the holding wall surface, the bolt head is brought into contact with the wall surface by screwing the bolt shaft portion into the anchor. The wall surface contact portion is moved from a first position where the contact portion contacts the holding wall surface to a second position where the tightening pressure of the anchor bolt is suitable for pressing the block against the installation surface. is deformed, the block can be fixed to the installation surface as firmly as possible by the anchor bolt and the anchor. , there is an effect that it is possible to prevent the cylindrical member for the anchor bolt and the block from being damaged.

請求項4に記載の発明の受け部材付アンカーボルト用筒部材においては、さらに、前記ブロックを前記設置面に固定する前記アンカーボルトの前記ボルト頭部を前記筒部材上部が収納して隠すことができるという効果を奏する。という効果を奏する。 In the tubular member for an anchor bolt with a receiving member according to the invention of claim 4, the bolt head portion of the anchor bolt for fixing the block to the installation surface can be accommodated and hidden by the upper portion of the tubular member. It has the effect of being able to It has the effect of

請求項5に記載の発明の受け部材付アンカーボルト用筒部材においては、さらに、前記ボルト頭部が第1位置から第2位置に移動したときに、前記受け部材の鍔部が前記複数の爪部が被さる位置に移動することから、前記アンカーボルトの締付圧が前記ブロックを前記設置面に押し付けるのに適した大きさに達したことを容易に知覚できるという効果を奏する。 In the cylindrical member for an anchor bolt with a receiving member according to the invention described in claim 5, when the bolt head moves from the first position to the second position, the flange of the receiving member engages the plurality of claws. Since the block moves to a position where the block covers the block, it is possible to easily perceive that the tightening pressure of the anchor bolt has reached a level suitable for pressing the block against the installation surface.

請求項6に記載の発明のブロック固定具においては、受け部材が前記壁面当接部とボルト頭部当接部を備え、前記ボルト軸部が前記アンカーにねじ込まれて前記ボルト頭部当接部が前記ボルト頭部に当接し、前記壁面当接部が前記保持壁面に当接したときに、前記ボルト軸部の前記アンカーへのねじ込みにより、前記ボルト頭部を前記壁面当接部が前記保持壁面に当接した第1位置から前記アンカーボルトの締付圧が前記ブロックを前記設置面に押し付けるのに適した大きさとなる第2位置に移動させるように前記壁面当接部が変形することから、前記アンカーボルトと前記アンカーにより前記ブロックを前記設置面にできるだけ強固に固定できると共に、前記アンカーボルトを前記アンカーへねじ込み過ぎて、前記アンカーボルトと前記アンカーのねじ山が潰れたり、前記アンカーボルト用筒部材や前記ブロックが破損したりすることを防止できるという効果を奏する。 In the block fastener of the invention according to claim 6, the receiving member includes the wall surface contact portion and the bolt head contact portion, and the bolt shaft portion is screwed into the anchor to secure the bolt head contact portion. is in contact with the bolt head and the wall surface contact portion is in contact with the holding wall surface, the bolt head is held by the wall surface contact portion by screwing the bolt shaft into the anchor. The wall contact portion is deformed so as to move from the first position in contact with the wall surface to the second position where the tightening pressure of the anchor bolt has a magnitude suitable for pressing the block against the installation surface. , the anchor bolt and the anchor can fix the block to the installation surface as firmly as possible, and the anchor bolt and the anchor can be screwed too much into the anchor, which may cause the threads of the anchor bolt and the anchor to be crushed. There is an effect that it is possible to prevent the cylindrical member and the block from being damaged.

請求項7に記載の発明のブロック固定具においては、さらに、前記アンカーボルトの前記ボルト軸部が前記アンカーにねじ込まれたときに、前記拡張素子が前記拡張部を拡張させ、前記アンカーを前記設置面内に固定できるという効果を奏する。 In the block fastener of the invention according to claim 7, when the bolt shank of the anchor bolt is screwed into the anchor, the expansion element expands the expansion part, thereby moving the anchor to the installation position. It has an effect that it can be fixed in the plane.

請求項8に記載の発明のブロックの固定構造においては、受け部材が前記壁面当接部とボルト頭部当接部を備え、前記ボルト軸部が前記アンカーにねじ込まれて前記ボルト頭部当接部が前記ボルト頭部に当接し、前記壁面当接部が前記保持壁面に当接したときに、前記ボルト軸部の前記アンカーへのねじ込みにより、前記ボルト頭部を前記壁面当接部が前記保持壁面に当接した第1位置から前記アンカーボルトの締付圧が前記ブロックを前記設置面に押し付けるのに適した大きさとなる第2位置に移動させるように前記壁面当接部が変形することから、前記アンカーボルトと前記アンカーにより前記ブロックを前記設置面に強固に固定できると共に、前記アンカーボルトを前記アンカーへねじ込み過ぎて、前記アンカーボルトと前記アンカーのねじ山が潰れたり、前記アンカーボルト用筒部材や前記ブロックが破損したりすることを防止できるという効果を奏する。 In the block fixing structure according to the eighth aspect of the invention, the receiving member includes the wall surface contact portion and the bolt head contact portion, and the bolt shaft portion is screwed into the anchor to contact the bolt head portion. When the bolt head abuts on the bolt head and the wall surface abutting portion abuts on the holding wall surface, the bolt head is screwed into the anchor by screwing the bolt shaft portion into the wall abutting portion. The wall surface contacting portion is deformed so as to move from a first position in contact with the holding wall surface to a second position where the tightening pressure of the anchor bolt has a magnitude suitable for pressing the block against the installation surface. Therefore, the block can be firmly fixed to the installation surface by the anchor bolt and the anchor. There is an effect that it is possible to prevent the cylindrical member and the block from being damaged.

本発明の受け部材付アンカーボルト用筒部材を構成するアンカーボルト用筒部材の平面図、正面図、右側面図及びA-A断面図である。FIG. 2 is a plan view, a front view, a right side view, and a cross-sectional view taken along line AA of a cylindrical member for an anchor bolt that constitutes the cylindrical member for an anchor bolt with a receiving member of the present invention; アンカーボルト用筒部材の筒部材本体の平面図、正面図、右側面図及び底面図である。It is the top view, the front view, the right view, and the bottom view of the cylinder member main body of the cylinder member for anchor bolts. 図2のB-B断面図、C-C断面図及びD-D拡大断面図である。They are a BB cross-sectional view, a CC cross-sectional view, and a DD enlarged cross-sectional view of FIG. アンカーボルト用筒部材の筒部材上部の平面図、正面図、右側面図及びE-E断面図である。FIG. 4 is a plan view, a front view, a right side view, and a cross-sectional view along EE of the upper part of the tubular member for anchor bolt. 本発明の受け部材の平面図、正面図、底面図、F-F断面図及びG-G断面図である。FIG. 2 is a plan view, a front view, a bottom view, a cross-sectional view along FF, and a cross-sectional view along GG of the receiving member of the present invention. アンカーボルトの平面図及び正面図である。It is the top view and front view of an anchor bolt. アンカーの平面図、正面図、底面図、H-H断面図、コーンの平面図及び正面図である。FIG. 4A is a plan view, a front view, a bottom view, an HH sectional view of the anchor, and a plan view and a front view of the cone. 車止めブロックの斜視図、正面図及び右側面図である。They are a perspective view, a front view, and a right side view of a wheel stop block. ブロック固定構造をアンカーボルト用筒部材1、受け部材30、アンカーボルト40、アンカー50、コーン60、車止めブロック70に分解した状態の正面図である。Fig. 2 is a front view of the block fixing structure disassembled into the anchor bolt tubular member 1, the receiving member 30, the anchor bolt 40, the anchor 50, the cone 60, and the wheel stop block 70; アンカーボルト40とアンカー50により車止めブロック70を設置面80に固定していく前半過程におけるアンカーボルト用筒部材1、アンカーボルト40、アンカー50とその近傍の縦断面図である。4 is a longitudinal sectional view of the anchor bolt cylindrical member 1, the anchor bolt 40, the anchor 50, and their vicinity in the first half of the process of fixing the car stop block 70 to the installation surface 80 with the anchor bolt 40 and the anchor 50. FIG. アンカーボルト40とアンカー50により車止めブロック70を設置面80に固定していく後半過程におけるアンカーボルト用筒部材1、アンカーボルト40、アンカー50とその近傍の縦断面図である。FIG. 5 is a vertical cross-sectional view of the anchor bolt cylindrical member 1, the anchor bolt 40, the anchor 50, and the vicinity thereof in the second half of fixing the car stop block 70 to the installation surface 80 with the anchor bolt 40 and the anchor 50; アンカーピンの平面図と正面図である。It is the top view and front view of an anchor pin. アンカーピンによる車止めブロックの固定構造をアンカーボルト用筒部材1、アンカーピン90、車止めブロック70に分解した状態の正面図である。FIG. 2 is a front view of a state in which the fixing structure of the car stop block by the anchor pin is disassembled into the anchor bolt tubular member 1, the anchor pin 90, and the car stop block 70;

[受け部材、受け部材付アンカーボルト用筒部材]
図1は、本発明の受け部材付アンカーボルト用筒部材を構成するアンカーボルト用筒部材の実施形態を表した図であり、図1(a)は、アンカーボルト用筒部材の平面図、図1(b)は、アンカーボルト用筒部材の正面図、図1(c)は、アンカーボルト用筒部材の右側面図、図1(d)は、図1(a)のA-A断面図、図2は、図1に示すアンカーボルト用筒部材の筒部材本体を表した図であり、図2(a)は、筒部材本体の平面図、図2(b)は、筒部材本体の正面図、図2(c)は、筒部材本体の右側面図、図2(d)は、筒部材本体の底面図、図3(a)は、図2(a)のB-B断面図、図3(b)は、図2(a)のC-C断面図、図3(c)は、図2(b)のD-D拡大断面図、図4は、図1に示すアンカーボルト用筒部材の筒部材上部を表した図であり、図4(a)は、筒部材上部の平面図、図4(b)は、筒部材上部の正面図、図4(c)は、筒部材上部の右側面図、図4(d)は、図4(a)のE-E断面図、図5は、本発明の受け部材の実施形態を表した図であり、図5(a)は、受け部材の平面図、図5(b)は、受け部材の正面図、図5(c)は、受け部材の底面図、図5(d)は、図5(a)のF-F断面図、図5(a)のG-G断面図である。
図中、1はアンカーボルト用筒部材、10は筒部材本体、11は鍔部、12は円環部、13は受け部材保持部、13aは保持壁面、14a、14bは係合部、15a、15bは係合穴、16a、16b、16c、16d、16e、16f、16g、16hは補強リブ、17は円筒部、18a、18b、18c、18d、18e、18f、18g、18hは内リブ、19はリブ先端穴、20は筒部材上部、21は周壁部、22は底部、22hは底部穴、23a、23b、23c、23dは爪部、24a、24bは係合突起、30は受け部材、31はボルト頭部当接部、32は鍔部、33は壁面当接部、33aは薄肉部、33bは中肉部、34a、34b、34c、34d、34e、34f、34g、34hは補強リブ、HKは保持空間、SA1は第1挿通穴、SA2は第2挿通穴であり、各図において、Xは左右方向、X’はC-C断面方向、Yは前後方向、Zは上下方向である。
本発明の受け部材付アンカーボルト用筒部材は、アンカーボルト用筒部材1と受け部材30からなり、アンカーボルト用筒部材1は、図1に示すように筒部材本体10と筒部材上部20を備えている。
[Receiving member, cylindrical member for anchor bolt with receiving member]
1A and 1B are diagrams showing an embodiment of a tubular member for an anchor bolt that constitutes a tubular member for an anchor bolt with a receiving member of the present invention. FIG. 1(b) is a front view of the anchor bolt cylindrical member, FIG. 1(c) is a right side view of the anchor bolt cylindrical member, and FIG. 1(d) is a cross-sectional view taken along line AA of FIG. 1(a). 2A and 2B are views showing a tubular member body of the anchor bolt tubular member shown in FIG. 1, FIG. 2A is a plan view of the tubular member body, and FIG. 2(c) is a right side view of the cylindrical member main body, FIG. 2(d) is a bottom view of the cylindrical member main body, and FIG. 3(a) is a cross-sectional view taken along line BB of FIG. 2(a). , FIG. 3(b) is a CC sectional view of FIG. 2(a), FIG. 3(c) is an enlarged sectional view of DD of FIG. 2(b), and FIG. 4 is an anchor bolt shown in FIG. 4A is a plan view of the upper part of the cylinder member, FIG. 4B is a front view of the upper part of the cylinder member, and FIG. FIG. 4(d) is a right side view of the upper part of the member, FIG. 4(d) is a cross-sectional view taken along line EE of FIG. 4(a), and FIG. 5(b) is a front view of the receiving member, FIG. 5(c) is a bottom view of the receiving member, and FIG. 5(d) is FF of FIG. 5(a). It is a sectional view taken along the line GG of FIG. 5(a).
In the figure, 1 is a cylindrical member for an anchor bolt, 10 is a cylindrical member main body, 11 is a collar portion, 12 is an annular portion, 13 is a receiving member holding portion, 13a is a holding wall surface, 14a and 14b are engaging portions, 15a, 15b is an engaging hole, 16a, 16b, 16c, 16d, 16e, 16f, 16g, 16h are reinforcing ribs, 17 is a cylindrical portion, 18a, 18b, 18c, 18d, 18e, 18f, 18g, 18h are inner ribs, 19 22 is a bottom portion; 22h is a bottom hole; 23a, 23b, 23c, and 23d are claw portions; 32 is a flange portion; 33 is a wall contact portion; 33a is a thin wall portion; 33b is a medium wall portion; HK is a holding space, SA1 is a first insertion hole, and SA2 is a second insertion hole. In each figure, X is the left-right direction, X' is the cross-sectional direction of CC, Y is the front-back direction, and Z is the vertical direction. .
The anchor bolt cylindrical member with a receiving member of the present invention comprises an anchor bolt cylindrical member 1 and a receiving member 30. The anchor bolt cylindrical member 1 comprises a cylindrical member main body 10 and a cylindrical member upper portion 20 as shown in FIG. I have.

筒部材本体10は、ポリエチレン、ポリプロピレン等のプラスチック材料からなり、鍔部11、受け部材保持部13、係合部14a、14b、補強リブ16a~16h、円筒部17等を備えている。
鍔部11は、筒部材上部20(後述する)が被せられる部分であり、上面に凸形状の円環部12が設けられている。
受け部材保持部13は、鍔部11と円筒部17を繋ぐ部分あり、アンカーボルト用受け部材30の壁面当接部33の一部を保持する保持空間HKを有し、受け部材保持部13の保持空間HK側の面は、アンカーボルト用受け部材30の壁面当接部33と当接して受け部材を保持する保持壁面13aとなっている。
係合部14a、14bは、鍔部11に被せられた筒部材上部20が係合する部分であり、鍔部11の左右端部に垂下され、係合部14a、14bには係合穴15a、15bが設けられている。
補強リブ16a、16b、16c、16d、16e、16f、16g、16hは、受け部材保持部13を補強して、車止めブロック製造時において、アンカーボルト用筒部材1を型枠に固定ロッドで締め付け固定する際に筒部材本体10が座屈変形するのを防止すると共に、コンクリート製の車止めブロックに埋設されたアンカーボルト用筒部材1が回転するのを防止するためのもので、鍔部11の下面から円筒部17の上部にかけてその外周に等間隔に設けられている。
円筒部17は、アンカーボルト(後述する)を挿通させるためのもので、受け部材保持部13の下端に設けられ、その内壁面の内側部分はアンカーボルトが挿通する第2挿通穴SA2となっている。
The tubular member main body 10 is made of a plastic material such as polyethylene or polypropylene, and includes a collar portion 11, a receiving member holding portion 13, engaging portions 14a and 14b, reinforcing ribs 16a to 16h, a cylindrical portion 17, and the like.
The flange portion 11 is a portion to be covered with a cylindrical member upper portion 20 (described later), and has a convex annular portion 12 on the upper surface.
The receiving member holding portion 13 has a portion that connects the collar portion 11 and the cylindrical portion 17, and has a holding space HK that holds a part of the wall surface contact portion 33 of the anchor bolt receiving member 30. The surface on the side of the holding space HK is a holding wall surface 13a that contacts the wall surface contact portion 33 of the anchor bolt receiving member 30 to hold the receiving member.
The engaging portions 14a and 14b are portions with which the cylindrical member upper portion 20 placed on the collar portion 11 is engaged, and are suspended from the left and right ends of the collar portion 11. The engaging portions 14a and 14b have engagement holes 15a. , 15b are provided.
The reinforcing ribs 16a, 16b, 16c, 16d, 16e, 16f, 16g, and 16h reinforce the receiving member holding portion 13, and when the bollard block is manufactured, the anchor bolt cylindrical member 1 is tightened and fixed to the formwork with a fixing rod. It is intended to prevent the tubular member main body 10 from buckling deformation and to prevent the anchor bolt tubular member 1 embedded in the concrete car stop block from rotating. are provided on the outer circumference of the cylindrical portion 17 at regular intervals from the upper portion of the cylindrical portion 17 .
The cylindrical portion 17 is provided at the lower end of the receiving member holding portion 13 for inserting an anchor bolt (described later), and the inner portion of the inner wall surface thereof serves as a second insertion hole SA2 through which the anchor bolt is inserted. there is

アンカーボルト用筒部材1は、車止めブロック等のブロックをアンカーボルトでコンクリート面等の設置面に固定するために使用される他、ブロックをアンカーピン(後述する)でアスファルト面等の設置面に固定する場合にも使用される。
アンカーピンでブロックをアスファルト面等の設置面に固定する場合、保持空間HKにアンカーピンの頭部の一部が保持され、保持壁面13aにはアンカーピンの頭部の球面が面接触することとなる。
また、アンカーピンが挿通する場合に備えて、円筒部17の内壁面の上部には、8個の内リブ18a、18b、18c、18d、18e、18f、18g、18hが設けられている。
この8個の内リブ18a~18hは、円筒部17の内壁面の円周方向に等間隔をもって放射状に配置され、第2挿通穴SA2の軸方向に沿って延びる凸形状となっており、内リブ18a~18hの先端によりリブ先端穴19(図3(c)に二点鎖線で示す。)が形成されている。
そして、内リブ18a~18hは、アンカーピンが第2挿通穴SA2を挿通するときにアンカーピンの軸線と第2挿通穴SA2の軸線が一致するようにアンカーピンの軸部を案内する。
また、アンカーピンが傾いて(アンカーピンの軸線が挿通穴の軸線に対して傾いて)第2挿通穴SA2を挿通でき、その傾きを維持できる程度に、第2挿通穴SA2の直径(円筒部17の内径)は、アンカーピンの軸部の外径より大きくなっている。
The anchor bolt cylindrical member 1 is used to fix a block such as a car stop block to a setting surface such as a concrete surface with an anchor bolt, and also to fix the block to a setting surface such as an asphalt surface with an anchor pin (described later). Also used when
When a block is fixed to an installation surface such as an asphalt surface with an anchor pin, a part of the head of the anchor pin is held in the holding space HK, and the spherical surface of the head of the anchor pin comes into surface contact with the holding wall surface 13a. Become.
Eight inner ribs 18a, 18b, 18c, 18d, 18e, 18f, 18g, and 18h are provided on the upper portion of the inner wall surface of the cylindrical portion 17 in preparation for insertion of anchor pins.
The eight inner ribs 18a to 18h are radially arranged at equal intervals in the circumferential direction of the inner wall surface of the cylindrical portion 17, and have a convex shape extending along the axial direction of the second insertion hole SA2. A rib tip hole 19 (indicated by a chain double-dashed line in FIG. 3(c)) is formed by the tips of the ribs 18a to 18h.
The inner ribs 18a to 18h guide the shaft portions of the anchor pins so that the axes of the anchor pins and the second insertion holes SA2 are aligned when the anchor pins are inserted through the second insertion holes SA2.
In addition, the diameter of the second insertion hole SA2 (cylindrical portion 17) is larger than the outer diameter of the shank of the anchor pin.

筒部材上部20は、筒部材本体10と同じポリエチレン、ポリプロピレン等のプラスチック材料からなり、周壁部21、底部22等を備えている。
周壁部21は、アンカーボルト用筒部材1にアンカーボルトを挿通させた場合に、アンカーボルト用受け部材30の上側部分を収納する部分であり、周壁部21の外径は、筒部材本体10の鍔部11の外径と同じとなっている。
底部22は、筒部材上部20を筒部材本体10に被せた場合に鍔部11と重なる部分であり、底部22の内側には、円環部12が嵌め込まれる底部穴22hが形成されている。
この底部22の上面には、底部穴22hの周方向に等間隔で配置された4個の爪部23a、23b、23c、23dが立設され、爪部23a、23b、23c、23dは、アンカーボルトで車止めブロック等のブロックを設置面に固定した場合に、アンカーボルト用受け部材30の鍔部32に被さり、また、爪部23a、23b、23c、23dは、アンカーピンでブロックを設置面に固定した場合に、ブロック設置後にタイヤがブロックに当たった衝撃でアンカーピンが上方に跳ね上がるのを防止する。
また、底部22の下面の左右端部には、係合突起24a、24bが垂下されている。
係合突起24a、24bは、筒部材上部20を筒部材本体10に被せた場合に、係合穴15a、15bに嵌め込まれ、係合突起24a、24bの外側に突出している部分が係合部14a、14b(係合穴15a、15bの外側部分)に係合する。
The cylindrical member upper portion 20 is made of the same plastic material as the cylindrical member main body 10, such as polyethylene or polypropylene, and has a peripheral wall portion 21, a bottom portion 22, and the like.
The peripheral wall portion 21 is a portion that accommodates the upper portion of the anchor bolt receiving member 30 when the anchor bolt is inserted through the anchor bolt tubular member 1 . It has the same outer diameter as the flange portion 11 .
The bottom portion 22 is a portion that overlaps with the flange portion 11 when the tubular member upper portion 20 is placed over the tubular member main body 10, and a bottom portion hole 22h into which the annular portion 12 is fitted is formed inside the bottom portion 22.
Four claw portions 23a, 23b, 23c, and 23d are erected on the upper surface of the bottom portion 22 and arranged at equal intervals in the circumferential direction of the bottom hole 22h. When a block such as a car stop block is fixed to the installation surface with a bolt, it covers the collar portion 32 of the anchor bolt receiving member 30, and the claw portions 23a, 23b, 23c, and 23d are anchor pins to hold the block to the installation surface. To prevent an anchor pin from jumping up due to the impact of a tire striking a block after the block is fixed when fixed.
Engagement projections 24a and 24b are suspended from the left and right ends of the lower surface of the bottom portion 22. As shown in FIG.
The engaging projections 24a and 24b are fitted into the engaging holes 15a and 15b when the tubular member upper portion 20 is put on the tubular member main body 10, and the portions projecting outward from the engaging projections 24a and 24b are the engaging portions. 14a, 14b (outer portions of engagement holes 15a, 15b).

受け部材30は、図5に示すようにボルト頭部当接部31、鍔部32及び壁面当接部33からなり、鍔部32の下面から壁面当接部33の周面にかけて8個の補強リブ34a、34b、34c、34d、34e、34f、34g、34hが設けられている。
また、受け部材30の内側には、アンカーボルトのボルト軸部が挿通する第1挿通穴SA1が設けられている。
ボルト頭部当接部31は、半径方向の厚みが大きい厚肉部となっており、受け部材30にアンカーボルトを挿通させた場合、ボルト頭部当接部31の上面はアンカーボルトのボルト頭部と当接する。
鍔部32は、その外径がボルト頭部当接部31の外径より大きく、アンカーボルトでブロックを設置面に固定した場合に、筒部材上部20の爪部23a、23b、23c、23dが、鍔部32の上面に被さることとなる
壁面当接部33は、図5(e)に示すように薄肉部33aと中肉部33bからなる。
薄肉部33aの外周面には補強リブ34a~34hが設けられておらず、薄肉部33aの外周面が受け部材保持部13の保持壁面13aと当接するようになっており、中肉部33bの外周面には補強リブ34a~34hが設けられている。
また、薄肉部33aの外径は、筒部材上部20の4個の爪部23a、23b、23c、23dの内側の先端で囲われて形成される空間(以下「爪部空間」という)の内径より小さく、鍔部32の外径は爪部空間の内径より大きいことから、受け部材30を爪部空間に落し込んだ場合、壁面当接部33の薄肉部33aは、爪部空間を通過し、鍔部32と補強リブ34a~34hは、爪部空間を通過せず、爪部23a、23b、23c、23dに引っかかることとなる。
そして、薄肉部33a、中肉部33b、ボルト頭部当接部31の肉厚部の半径方向の厚みはこの順で大きく、アンカーボルトのボルト軸部のアンカーへのねじ込みにより、受け部材30に作用する上下方向(Z方向)の圧縮力(アンカーボルトの締付圧)に対して、薄肉部33aのみが大きく変形し、その以外の部分はほとんど変形しないようになっている。
As shown in FIG. 5, the receiving member 30 is composed of a bolt head contact portion 31, a flange portion 32 and a wall surface contact portion 33. Eight reinforcements are provided from the lower surface of the flange portion 32 to the peripheral surface of the wall surface contact portion 33. Ribs 34a, 34b, 34c, 34d, 34e, 34f, 34g and 34h are provided.
Further, inside the receiving member 30, a first insertion hole SA1 through which the bolt shaft portion of the anchor bolt is inserted is provided.
The bolt head contact portion 31 is a thick portion having a large thickness in the radial direction. contact with the part.
The outer diameter of the collar portion 32 is larger than the outer diameter of the bolt head contact portion 31, and when the block is fixed to the installation surface with the anchor bolts, the claw portions 23a, 23b, 23c, and 23d of the tubular member upper portion 20 are attached. , the wall contact portion 33, which covers the upper surface of the collar portion 32, is composed of a thin portion 33a and a medium portion 33b, as shown in FIG. 5(e).
No reinforcing ribs 34a to 34h are provided on the outer peripheral surface of the thin portion 33a. Reinforcing ribs 34a to 34h are provided on the outer peripheral surface.
The outer diameter of the thin portion 33a is the inner diameter of a space (hereinafter referred to as "claw portion space") formed by being surrounded by the inner tips of the four claw portions 23a, 23b, 23c, and 23d of the cylindrical member upper portion 20. Since the outer diameter of the flange portion 32 is larger than the inner diameter of the claw portion space, when the receiving member 30 is dropped into the claw portion space, the thin portion 33a of the wall contact portion 33 does not pass through the claw portion space. , the collar portion 32 and the reinforcing ribs 34a to 34h do not pass through the claw portion space and are caught by the claw portions 23a, 23b, 23c and 23d.
The radial thicknesses of the thin portion 33a, the medium portion 33b, and the thick portion of the bolt head contact portion 31 are larger in this order. Only the thin portion 33a is largely deformed against the applied vertical (Z-direction) compressive force (tightening pressure of the anchor bolt), and other portions are hardly deformed.

[ブロック固定具]
本発明のブロック固定具は、車止めブロック等のブロックを設置面に固定するアンカーボルト、アンカー、コーン、アンカーボルト用筒部材及び受け部材を備えている。
図6(a)は、アンカーボルトの平面図、図6(b)は、アンカーボルトの正面図、図7(a)は、アンカーの平面図、図7(b)は、アンカーの正面図、図7(c)は、アンカーの底面図、図7(d)は、図7(a)のH-H断面図、図7(e)は、コーンの平面図、図7(f)は、コーンの正面図である。
図中、40はアンカーボルト、41はボルト頭部、42はボルト軸部、42aは雄ねじ部、42bは胴部、50はアンカー、51はフランジ、52はスリーブ、52aは雌ねじ部、52bはテーパ部、52cは拡張部、53a、53b、53c、54dはスリット、60はコーン(拡張素子)、61は凸部、62は円錐台部である。
アンカーボルト40は、車止めブロック等のブロックを設置面に押し付けて固定するための六角ボルトであり、ボルト頭部41とボルト軸部42からなる。
ボルト頭部41は、六角ボルトの頭部であり、アンカーボルト40を受け部材30に挿通させた場合、ボルト頭部41の下面が受け部材30のボルト頭部当接部31の上面に当接する。
ボルト軸部42は、雄ねじ部42aと胴部42bからなり、雄ねじ部42aは、雌ねじ部52aと螺合してアンカー50にねじ込まれ、胴部42bは、受け部材30が挿通された状態でアンカーボルト用筒部材1に挿通される。
ボルト軸部42の外径は、受け部材30の第1挿通穴SA1、 アンカーボルト用筒部材1の円筒部17の第2挿通穴SA2より小さく、円筒部17のリブ先端穴19の内径と同じか、それより1mm~数mm程度小さくなっている。
[Block fixture]
The block fixture of the present invention includes an anchor bolt, an anchor, a cone, a tubular member for the anchor bolt, and a receiving member for fixing a block such as a car stop block to an installation surface.
6(a) is a plan view of the anchor bolt, FIG. 6(b) is a front view of the anchor bolt, FIG. 7(a) is a plan view of the anchor, FIG. 7(b) is a front view of the anchor, FIG. 7(c) is a bottom view of the anchor, FIG. 7(d) is a cross-sectional view of HH in FIG. 7(a), FIG. 7(e) is a plan view of the cone, and FIG. It is a front view of a cone.
In the figure, 40 is an anchor bolt, 41 is a bolt head, 42 is a bolt shaft, 42a is a male screw, 42b is a body, 50 is an anchor, 51 is a flange, 52 is a sleeve, 52a is a female screw, and 52b is a taper. 52c is an extension portion, 53a, 53b, 53c and 54d are slits, 60 is a cone (extension element), 61 is a convex portion, and 62 is a truncated cone portion.
The anchor bolt 40 is a hexagonal bolt for pressing and fixing a block such as a wheel stop block to the installation surface, and is composed of a bolt head 41 and a bolt shaft 42 .
The bolt head 41 is the head of a hexagonal bolt, and when the anchor bolt 40 is inserted through the receiving member 30 , the bottom surface of the bolt head 41 contacts the top surface of the bolt head contact portion 31 of the receiving member 30 . .
The bolt shaft portion 42 is composed of a male threaded portion 42a and a body portion 42b. The male threaded portion 42a is screwed into the female threaded portion 52a and screwed into the anchor 50, and the body portion 42b is an anchor with the receiving member 30 inserted therethrough. It is inserted through the cylindrical bolt member 1 .
The outer diameter of the bolt shaft portion 42 is smaller than the first insertion hole SA1 of the receiving member 30 and the second insertion hole SA2 of the cylindrical portion 17 of the anchor bolt cylindrical member 1, and is the same as the inner diameter of the rib tip hole 19 of the cylindrical portion 17. Or, it is smaller than that by about 1 mm to several mm.

アンカー50は、ブロックの設置面に設けられたアンカー用穴に挿入固定される筒体であり、フランジ51とスリーブ52からなる。
フランジ51は、アンカー50にアンカーボルト40が入る入口部分であり、ラッパ状に広がって、アンカー用穴に挿入されるアンカー50の挿入深さを規制する。
スリーブ52は、雌ねじ部52aとテーパ部52bを備え、テーパ部52bには、スリット53a、53b、53c、54dが設けられている。
雌ねじ部52aは、アンカーボルト40の雄ねじ部42aと螺合する部分であり、スリーブ52の上部内側に設けられている。
テーパ部52bは、下方に行くにつれて内径が次第に小さくなって半径方向の厚みが次第に大きくなる部分であり、雌ねじ部52aに連続してあるいは雌ねじ部52aから下方に少し離れた位置からスリーブ52の下端にかけて設けられている。
スリット53a、53b、53c、54dは、スリーブ52の上下方向(Z方向)の中央下寄りの位置から下端にかけて上下方向に延びる幅1mm前後の溝であり、円周方向に等間隔で設けられている。
アンカー50においては、スリット53a~54dによりテーパ部52bが円周方向に分割され、この分割されたテーパ部52bは、コーン(拡張素子)60により内径が拡張される拡張部52cとなる。
The anchor 50 is a tubular body that is inserted and fixed into an anchor hole provided in the mounting surface of the block, and is composed of a flange 51 and a sleeve 52 .
The flange 51 is an entrance portion into which the anchor bolt 40 is inserted into the anchor 50, expands like a trumpet, and regulates the insertion depth of the anchor 50 inserted into the anchor hole.
The sleeve 52 has a female screw portion 52a and a tapered portion 52b, and the tapered portion 52b is provided with slits 53a, 53b, 53c, and 54d.
The female threaded portion 52 a is a portion to be screwed with the male threaded portion 42 a of the anchor bolt 40 and is provided inside the upper portion of the sleeve 52 .
The tapered portion 52b has an inner diameter that gradually decreases downward and a thickness in the radial direction that gradually increases. It is set up over
The slits 53a, 53b, 53c, and 54d are grooves with a width of about 1 mm that extend vertically from a position near the lower center in the vertical direction (Z direction) of the sleeve 52 to the lower end, and are provided at equal intervals in the circumferential direction. there is
In the anchor 50, the tapered portion 52b is divided in the circumferential direction by the slits 53a to 54d, and the divided tapered portion 52b becomes the expanded portion 52c whose inner diameter is expanded by the cone (expansion element) 60.

コーン(拡張素子)60は、アンカー50の拡張部52cの内径を拡張させるもので、凸部61と円錐台部62からなる。
凸部61は、円錐台部62の上面から上方に突出する円柱体であり、凸部61の上面がアンカーボルト40(雄ねじ部42a)の下面に押し付けられる。
円錐台部62は、下方に行くにつれて外径が次第に小さくなり、円錐台部62の下端部の外径は、アンカー50の拡張部52cの上部の内径と同じとなっている。
これにより、アンカー50内に落とし込まれたコーン(拡張素子)60は、円錐台部62の周面がアンカー50の拡張部52cの上部の内壁に当たり、アンカーボルト40により凸部61の上面が押し付けられてコーン60が下方に移動し、円錐台部62の周面が拡張部52cの内壁を半径方向に押し付け、アンカー50の拡張部52cの内径が拡張され、アンカー50が設置面内のアンカー用穴に固定される。
The cone (expansion element) 60 expands the inner diameter of the expansion portion 52c of the anchor 50, and consists of a convex portion 61 and a truncated cone portion 62. As shown in FIG.
The convex portion 61 is a cylindrical body that protrudes upward from the upper surface of the truncated cone portion 62, and the upper surface of the convex portion 61 is pressed against the lower surface of the anchor bolt 40 (male screw portion 42a).
The outer diameter of the truncated cone portion 62 gradually decreases downward, and the outer diameter of the lower end portion of the truncated cone portion 62 is the same as the inner diameter of the upper portion of the expanded portion 52c of the anchor 50 .
As a result, in the cone (expansion element) 60 dropped into the anchor 50, the peripheral surface of the truncated cone portion 62 hits the inner wall of the upper portion of the expansion portion 52c of the anchor 50, and the upper surface of the convex portion 61 is pressed by the anchor bolt 40. As a result, the cone 60 moves downward, the peripheral surface of the truncated cone portion 62 presses the inner wall of the expanded portion 52c in the radial direction, the inner diameter of the expanded portion 52c of the anchor 50 expands, and the anchor 50 becomes an anchor within the installation surface. fixed in the hole.

図8は、本発明におけるブロックの1つである車止めブロックの例を表わした図であり、図8(a)は車止めブロックの斜視図、図8(b)は車止めブロックの正面図、図8(c)は、車止めブロックの右側面図であり、図中、70は車止めブロック、71は上面、72は斜面、73は右側面、74、75は切欠き部、74h、75hはブロック穴、80は設置面、81、82はアンカー用穴である。
車止めブロック70は、コンクリート製の横長五角柱形状のブロックであり、上面71、斜面72、五角形の右側面73等を備えている。
車止めブロック70においては、左右の端部近傍に斜面72から上面71にかけて平面視が略U字形状の切欠き部74、75が設けられ、切欠き部74、75の底面から車止めブロック70の底面にかけて車止めブロック70を貫通し、コンリートのない部分からなるブロック穴74h、75h(図8において破線で示す部分)が設けられている。
このブロック穴74h、75hは、車止めブロック70内にアンカーボルト用筒部材1と固定ロッドを埋設することにより形成されるアンカーボルト用筒部材1を覆う穴(アンカーボルト用筒部材1の下側部分は空洞となっている)であり、図8は、アンカーボルト用筒部材1を除いた状態の車止めブロック70を表わしている。
設置面80は、車止めブロック70が設置される面であり、具体的には、駐車場等のコンクリート面である。
設置面80においては、ブロック穴74h、75hの真下の位置に、アンカー50を設置面80内に挿入固定するための下穴としてアンカー用穴81、82が設けられ、アンカー用穴81、82の内径は、アンカー50のスリーブ52の外径より若干(0.5mm~1mm)大きくなっている。
なお、車止めブロック70は、アンカーボルト用筒部材1と固定ロッドがセットされた型枠にコンクリートを流し込み、コンクリートが硬化した後、硬化したコンクリートから固定ロッドを引き抜き、型枠を外して製造されることから、実際には、車止めブロック70から埋設されたアンカーボルト用筒部材1を除去することはできない。
8A and 8B are diagrams showing an example of a bollard block, which is one of the blocks in the present invention, FIG. 8(a) is a perspective view of the bollard block, FIG. 8(b) is a front view of the bollard block, and FIG. (c) is a right side view of the bollard block, in which 70 is the bollard block, 71 is the upper surface, 72 is the slope, 73 is the right side, 74 and 75 are notches, 74h and 75h are block holes, 80 is an installation surface, and 81 and 82 are anchor holes.
The wheel stop block 70 is a horizontally long pentagonal columnar block made of concrete, and has an upper surface 71, an inclined surface 72, a pentagonal right side surface 73, and the like.
In the car stop block 70 , substantially U-shaped cutouts 74 and 75 are provided near the left and right ends from the slope 72 to the top surface 71 . Block holes 74h and 75h (portions indicated by dashed lines in FIG. 8) are provided through the wheel stop block 70 and formed of portions without concrete.
These block holes 74h and 75h are holes covering the anchor bolt tubular member 1 formed by embedding the anchor bolt tubular member 1 and the fixing rod in the car stop block 70 (the lower part of the anchor bolt tubular member 1). is hollow), and FIG. 8 shows the wheel stop block 70 with the cylindrical member 1 for anchor bolts removed.
The installation surface 80 is a surface on which the car stop block 70 is installed, and is specifically a concrete surface such as a parking lot.
In the installation surface 80, anchor holes 81 and 82 are provided as pilot holes for inserting and fixing the anchors 50 in the installation surface 80 at positions immediately below the block holes 74h and 75h. The inner diameter is slightly larger (0.5 mm to 1 mm) than the outer diameter of sleeve 52 of anchor 50 .
The car stop block 70 is manufactured by pouring concrete into a form in which the anchor bolt cylindrical member 1 and the fixing rod are set, and after the concrete has hardened, the fixing rod is pulled out from the hardened concrete and the form is removed. Therefore, it is actually impossible to remove the buried anchor bolt cylindrical member 1 from the wheel stop block 70 .

[ブロック固定構造]
図9は、本発明の実施形態のブロック固定構造をアンカーボルト用筒部材1、受け部材30、アンカーボルト40、アンカー50、コーン60、車止めブロック70に分解した状態の正面図である。
車止めブロック70には、左右の切欠き部74、75の位置にあるブロック穴74h、75hの各々にアンカーボルト用筒部材1が埋設されており、この左右のアンカーボルト用筒部材1に、受け部材30が挿通されたアンカーボルト40が挿通され、設置面80のアンカー用穴81、82に挿入され、コーン60が落とし込まれたアンカー50に、アンカーボルト40がねじ込まれて車止めブロック70が設置面80に固定される。
この場合、さらに、車止めブロック70の底面が置かれる設置面80の部分に接着剤が塗布され、アンカー50にねじ込まれるアンカーボルト40と接着剤により車止めブロック70が設置面80に固定される。
[Block fixed structure]
FIG. 9 is a front view of the block fixing structure of the embodiment of the present invention disassembled into the anchor bolt tubular member 1, the receiving member 30, the anchor bolt 40, the anchor 50, the cone 60, and the wheel stop block 70. FIG.
In the wheel stopper block 70, the anchor bolt cylindrical members 1 are embedded in the block holes 74h and 75h at the positions of the left and right cutouts 74 and 75, respectively. Anchor bolts 40 through which members 30 are inserted are inserted into anchor holes 81 and 82 of an installation surface 80, and anchors 50 having cones 60 dropped thereinto are screwed into anchor bolts 40 to install wheel stop blocks 70. Affixed to surface 80 .
In this case, an adhesive is further applied to the portion of the installation surface 80 on which the bottom surface of the wheel stop block 70 is placed, and the anchor block 70 is fixed to the installation surface 80 by the anchor bolts 40 screwed into the anchors 50 and the adhesive.

図10、図11は、アンカーボルト40とアンカー50により車止めブロック70を設置面80に固定していく過程におけるアンカーボルト用筒部材1、アンカーボルト40、アンカー50とその近傍の縦断面図であり、図10(a)は、ボルト軸部42に受け部材30を挿通させアンカー50にねじ込んだアンカーボルト40をアンカーボルト用筒部材1にセットした状態を示し、図10(b)は、ハンマーでアンカーボルト40のボルト頭部41叩く叩き込みによりアンカー50がアンカー用穴81(82)に突入して行く状態を示し、図11(a)は、ハンマーによるボルト頭部41への叩き込みが終了した状態を示し、図11(b)は、アンカーボルト40のアンカー50へのねじ込みを終了した状態を示している。
図中、76は拡張穴、P1は受け部材30(壁面当接部33)の薄肉部33aが筒部材本体10(受け部材保持部13)の保持壁面13aと当接し始めたときのボルト頭部41の上端の上下方向(Z方向)の位置(第1位置)、P2はアンカーボルト40のアンカー50へのねじ込みを終了したときのボルト頭部41の上端の上下方向(Z方向)の位置(第2位置)である。
拡張穴76は、車止めブロック70の製造時に形成される第2挿通穴SA2に連続する穴であり、円錐台形状の穴となっている。
車止めブロック70の製造においては、固定ロッドが円筒部17の下端に取り付けられたアンカーボルト用筒部材1を型枠にセットし、この型枠にコンクリートを流し込んで硬化させ、硬化したコンクリートから固定ロッドを引き抜き、型枠が外されるが、固定ロッドを引き抜いたことにより硬化したコンクリートのブロック内に形成される穴が拡張穴76となる。
10 and 11 are vertical cross-sectional views of the anchor bolt cylindrical member 1, the anchor bolt 40, the anchor 50, and their vicinity in the process of fixing the wheel stop block 70 to the installation surface 80 with the anchor bolt 40 and the anchor 50. FIG. 10(a) shows a state in which the anchor bolt 40, which is screwed into the anchor 50 by inserting the receiving member 30 into the bolt shank 42, is set in the anchor bolt cylindrical member 1, and FIG. A state in which the anchor 50 plunges into the anchor hole 81 (82) by striking the bolt head 41 of the anchor bolt 40 is shown, and FIG. , and FIG. 11(b) shows a state in which screwing of the anchor bolt 40 into the anchor 50 is completed.
In the figure, 76 is an expansion hole, and P1 is a bolt head when the thin portion 33a of the receiving member 30 (wall contact portion 33) starts contacting the holding wall surface 13a of the tubular member main body 10 (receiving member holding portion 13). P2 is the vertical (Z-direction) position of the top end of the bolt head 41 when screwing of the anchor bolt 40 into the anchor 50 is completed (first position). second position).
The expansion hole 76 is a hole continuous with the second insertion hole SA2 formed when the wheel stopper block 70 is manufactured, and has a truncated cone shape.
In manufacturing the wheel stop block 70, the anchor bolt cylindrical member 1 having the fixed rod attached to the lower end of the cylindrical portion 17 is set in a formwork, concrete is poured into the formwork and hardened, and the fixed rod is removed from the hardened concrete. is withdrawn, the formwork is removed, and the expansion hole 76 is the hole formed in the block of hardened concrete by withdrawing the fixed rod.

以下、アンカーボルト40とアンカー50による車止めブロック70の設置面80への固定方法について説明する。
最初に前準備として、設置面に車止めブロック70の設置位置を示す基準線(目印)等を施し、車止めブロック40を置く設置面50の部分に接着剤を塗布しておく。
前準備が終わると、車止めブロック70を、設置位置を示す基準線等に沿って設置面80に置き、ドライバーにチャックしたコンクリートドリルをアンカーボルト用筒部材1の第2挿通穴SA2に挿通させ、コンクリートドリルで設置面80にアンカー用穴81、82を開ける。
このとき、円筒部17の内リブ18a~18hで形成されるリブ先端穴19の直径は、コンクリートドリルの外径より小さいことから、コンクリートドリルで内リブ18a~18hの先端部分が削り取られ、リブ先端穴19の直径は、コンクリートドリルの外径と同じになる。
次いで、受け部材30をアンカーボルト40のボルト軸部42に挿通させ、コーン60をアンカー50に中に入れ、アンカーボルト40をアンカーボルト40の下面がコーン60の凸部61の上面に当たるまでねじ込む。
この後、図10(a)に示すように、アンカーボルト40をねじ込んだアンカー50の下側部分を、筒部材上部20の爪部空間を通過させて筒部材本体10の中(保持空間HK)に入れ、アンカー50をアンカーボルト用筒部材1にセットする。
この場合、コンクリートドリルの外径まで広がったリブ先端穴19の直径は、アンカー50のスリーブ52(テーパ部52b)の外径より少し大きくなり、アンカー50(スリーブ52)の下部がリブ18a~18hの内側に入った状態となる。
A method of fixing the wheel stop block 70 to the installation surface 80 by the anchor bolts 40 and the anchors 50 will be described below.
First, as a preliminary preparation, a reference line (marker) or the like indicating the installation position of the car stop block 70 is provided on the installation surface, and an adhesive is applied to the installation surface 50 where the car stop block 40 is to be placed.
When the preparation is completed, the wheel stop block 70 is placed on the installation surface 80 along the reference line or the like indicating the installation position, and the concrete drill chucked by the screwdriver is inserted into the second insertion hole SA2 of the anchor bolt cylindrical member 1, Anchor holes 81 and 82 are drilled in the installation surface 80 with a concrete drill.
At this time, since the diameter of the rib tip hole 19 formed by the inner ribs 18a to 18h of the cylindrical portion 17 is smaller than the outer diameter of the concrete drill, the tips of the inner ribs 18a to 18h are scraped off by the concrete drill. The diameter of the tip hole 19 will be the same as the outer diameter of the concrete drill.
Next, the receiving member 30 is inserted into the bolt shank 42 of the anchor bolt 40 , the cone 60 is inserted into the anchor 50 , and the anchor bolt 40 is screwed until the lower surface of the anchor bolt 40 hits the upper surface of the projection 61 of the cone 60 .
After that, as shown in FIG. 10(a), the lower part of the anchor 50 into which the anchor bolt 40 is screwed is passed through the claw portion space of the tubular member upper portion 20 and into the tubular member main body 10 (holding space HK). , and set the anchor 50 to the anchor bolt tubular member 1 .
In this case, the diameter of the rib tip hole 19 widened to the outer diameter of the concrete drill is slightly larger than the outer diameter of the sleeve 52 (tapered portion 52b) of the anchor 50, and the lower portion of the anchor 50 (sleeve 52) has ribs 18a to 18h. is inside the

次いで、ハンマーでアンカーボルト40のボルト頭部41を上から叩く叩き込みを行い、図10(b)に示すように、アンカー50を、内リブ18a~18hを通過させてアンカー用穴81(82)に突入させる。
このとき、アンカー50のフランジ51の外径は、リブ先端穴19の直径より若干大きいが、削り取られた内リブ18a~18hは変形しやすく、ボルト頭部41の叩き込みによるフランジ51の突入に対して削り取られた内リブ18a~18hが変形してリブ先端穴19がさらに広がり、フランジ51は、内リブ18a~18hを容易に通過する。
また、コンクリートドリルの外径はアンカー50のスリーブ52の外径より若干大きく、アンカー用穴81(82)の内径も、スリーブ52の外径より若干大きくなっていることから、ボルト頭部41の叩き込みによりアンカー50はアンカー用穴81(82)内に突入して行く。
この場合、受け部材30の第1挿通穴SA1の直径は、アンカーボルト40のボルト軸部42の外径より大きいことから、受け部材30は、ボルト軸部42(胴部42b)を滑り落ちて、鍔部32または補強リブ34a~34hが、筒部材上部20の爪部23a~23d当たった状態となる(図10(b)では補強リブ34a~34hが爪部23a~23d当たった状態を示している)。
Then, the bolt head 41 of the anchor bolt 40 is hammered with a hammer, and as shown in FIG. plunge into.
At this time, although the outer diameter of the flange 51 of the anchor 50 is slightly larger than the diameter of the rib tip hole 19, the shaved inner ribs 18a to 18h are easily deformed, and the plunge of the flange 51 by striking the bolt head 41 is prevented. The inner ribs 18a to 18h scraped off are deformed to further widen the rib tip holes 19, and the flange 51 easily passes through the inner ribs 18a to 18h.
In addition, the outer diameter of the concrete drill is slightly larger than the outer diameter of the sleeve 52 of the anchor 50, and the inner diameter of the anchor hole 81 (82) is also slightly larger than the outer diameter of the sleeve 52. By hammering, the anchor 50 plunges into the anchor hole 81 (82).
In this case, since the diameter of the first insertion hole SA1 of the receiving member 30 is larger than the outer diameter of the bolt shaft portion 42 of the anchor bolt 40, the receiving member 30 slides down the bolt shaft portion 42 (body portion 42b). , the collar portion 32 or the reinforcing ribs 34a to 34h come into contact with the claws 23a to 23d of the cylindrical member upper portion 20 (FIG. 10(b) shows a state in which the reinforcing ribs 34a to 34h contact the claws 23a to 23d). ing).

この後、ハンマーによるボルト頭部41への叩き込み継続すると、アンカー50がアンカー用穴81(82)内に突入して行くと共にアンカーボルト40が下降し、ボルト頭部41の下面が受け部材30のボルト頭部当接部31の上面に当接し、さらに、叩き込みを継続すると、鍔部32が筒部材上部20の爪部23a~23dのフック部を押し広げて爪部空間が広がり受け部材30が下降し、図11(a)に示すように、壁面当接部33の薄肉部33aが筒部材本体10(受け部材保持部13)の保持壁面13aと当接すると共に、アンカー50のフランジ51がアンカー用穴81(82)に到達する。
フランジ51の外径はアンカー用穴81(82)の内径より大きいことから、ハンマーによるボルト頭部41への叩き込みを継続しても、フランジ51がアンカー用穴81(82)の周囲の設置面80に引っかかり、アンカー50がそれ以上アンカー用穴81(82)に突入せず、受け部材30の下降が停止し、ボルト頭部41への叩き込みが終了する。
すなわち、作業者は、ハンマーによるボルト頭部41への叩き込みを継続するが、受け部材30の下降が停止することにより、壁面当接部33の薄肉部33aが保持壁面13aと当接し、フランジ51がアンカー用穴81(82)に到達したことを知覚し、ボルト頭部41への叩き込みを終了する。
このとき、壁面当接部33の薄肉部33aはわずかに弾性変形した状態で保持壁面13aに当接し、ボルト頭部41の上面は位置P1(第1位置)にある。
After that, as the hammer continues to strike the bolt head 41 , the anchor 50 plunges into the anchor hole 81 ( 82 ) and the anchor bolt 40 descends, so that the lower surface of the bolt head 41 touches the receiving member 30 . When it comes into contact with the upper surface of the bolt head contact portion 31 and continues to be hammered, the flange portion 32 pushes apart the hook portions of the claw portions 23a to 23d of the cylindrical member upper portion 20 to widen the claw portion space, and the receiving member 30 is removed. As shown in FIG. 11(a), the thin wall portion 33a of the wall surface contact portion 33 contacts the holding wall surface 13a of the cylindrical member main body 10 (receiving member holding portion 13), and the flange 51 of the anchor 50 comes into contact with the anchor. It reaches the use hole 81 (82).
Since the outer diameter of the flange 51 is larger than the inner diameter of the anchor hole 81 (82), even if the hammer is continuously hammered into the bolt head 41, the flange 51 does not reach the installation surface around the anchor hole 81 (82). 80, the anchor 50 does not plunge into the anchor hole 81 (82) any more, the descent of the receiving member 30 is stopped, and the hammering into the bolt head 41 is completed.
In other words, the worker continues to strike the bolt head 41 with the hammer, but when the receiving member 30 stops descending, the thin wall portion 33a of the wall surface contact portion 33 contacts the holding wall surface 13a, and the flange 51 has reached the anchor hole 81 (82), and finishes hammering into the bolt head 41.
At this time, the thin portion 33a of the wall contact portion 33 contacts the holding wall surface 13a in a slightly elastically deformed state, and the upper surface of the bolt head 41 is at position P1 (first position).

次いで、レンチでアンカーボルト40のボルト頭部41を締め付ける方向に回転させ、ボルト軸部42(雄ねじ部42a)をアンカー50(スリーブ52)の雌ねじ部52aにねじ込む。
このねじ込みによるアンカーボルト40の締付圧より、受け部材30には上下方向(Z方向)の圧縮力が作用して、壁面当接部33の薄肉部33aが変形し、受け部材30が下降する。
このとき、薄肉部33aの変形は弾性変形から塑性変形に移行し、受け部材30に作用する圧縮力すなわちアンカーボルト40の締付圧は、薄肉部33aの変形量の増加に伴って増加する。
同時に、アンカーボルト40(ボルト軸部42)でコーン60の凸部61の上面が押し付けられてコーン60が下方に移動し、円錐台部62の周面がアンカー50の拡張部52cの内壁を半径方向に押し付け、拡張部52cの内径が拡張され、拡張部52cの外周面がアンカー用穴81(82)の内壁に押し付けられる。
そして、ボルト軸部42(雄ねじ部42a)のアンカー50(雌ねじ部52a)へのねじ込みを継続すると、薄肉部33aの塑性変形が進行してアンカーボルト40の締付圧は増加し、受け部材30がさらに下降して、図11(b)に示すように、鍔部32が爪部23a~23dのフック部を通過して爪部23a~23dの押し広げが解除されて元の位置に戻り、鍔部32の上面に爪部23a~23dのフック部が被さると、壁面当接部33の薄肉部33aの塑性変形が限界に達して受け部材30がそれ以上変形しなくなって、ボルト軸部42をアンカー50へのねじ込めなくなり、ボルト頭部41の上面は位置P2(第2位置)達し、ボルト軸部42のアンカー50へのねじ込みを終了する。
このとき、壁面当接部33の薄肉部33aは、ボルト頭部41の上面が位置P1(第1位置)から位置P2(第2位置)まで移動した距離δ、例えば、2mm~5mm(望ましくは3mm~4mm)だけ圧縮されて変形し、アンカーボルト40の締付圧は、車止めブロック70を設置面80に固定するのに適した大きさ(車止めブロック70やアンカーボルト用筒部材1を破損させたり、雄ねじ部42a・雌ねじ部52aのねじ山を潰したりせずにできるだけ強固に車止めブロック70を設置面80に押し付ける力の大きさ)、例えば、車止めブロック70の曲げ強度の1/5~2/3(望ましくは1/4~1/2)の大きさとなる。
また、アンカー50においては、コーン60が下方にδ移動し、拡張部52cの外周面がアンカー用穴81(82)の内壁を押し付ける押付力は、車のタイヤが車止めブロック70に衝突したときの衝撃力によりアンカー50をアンカー用穴81(82)から引き抜こうとする引抜力に対して十分抵抗できるだけの大きさの力となる。
すなわち、作業者は、ボルト軸部42のアンカー50へのねじ込みを継続するが、爪部23a~23dのフック部が鍔部32の上面に被さり、ボルト軸部42をアンカー50へねじ込めなくなることにより、アンカーボルト40の締付圧が車止めブロック70を設置面80に固定するのに適した大きさに達したことを知覚し、ボルト軸部42のアンカー50へのねじ込みを終了する。
Next, the bolt head 41 of the anchor bolt 40 is rotated with a wrench in the tightening direction, and the bolt shaft 42 (male threaded portion 42a) is screwed into the female threaded portion 52a of the anchor 50 (sleeve 52).
Due to the tightening pressure of the anchor bolt 40 due to this screwing, a compressive force in the vertical direction (Z direction) acts on the receiving member 30, the thin portion 33a of the wall contact portion 33 is deformed, and the receiving member 30 descends. .
At this time, the deformation of the thin portion 33a shifts from elastic deformation to plastic deformation, and the compressive force acting on the receiving member 30, that is, the tightening pressure of the anchor bolt 40 increases as the amount of deformation of the thin portion 33a increases.
At the same time, the anchor bolt 40 (bolt shaft portion 42) presses the upper surface of the convex portion 61 of the cone 60 to move the cone 60 downward, and the peripheral surface of the truncated cone portion 62 moves the inner wall of the expanded portion 52c of the anchor 50 to the radius. The inner diameter of the expanded portion 52c is expanded, and the outer peripheral surface of the expanded portion 52c is pressed against the inner wall of the anchor hole 81 (82).
As the bolt shaft portion 42 (male thread portion 42a) continues to be screwed into the anchor 50 (female thread portion 52a), plastic deformation of the thin portion 33a progresses and the tightening pressure of the anchor bolt 40 increases. further descends, and as shown in FIG. When the hook portions of the claw portions 23a to 23d cover the top surface of the flange portion 32, the plastic deformation of the thin portion 33a of the wall contact portion 33 reaches its limit, and the receiving member 30 is no longer deformed. can no longer be screwed into the anchor 50, the upper surface of the bolt head 41 reaches position P2 (second position), and the screwing of the bolt shaft 42 into the anchor 50 is completed.
At this time, the thin portion 33a of the wall surface contact portion 33 is the distance δ, for example, 2 mm to 5 mm (preferably 3 mm to 4 mm), and the tightening pressure of the anchor bolt 40 is a magnitude suitable for fixing the wheel stop block 70 to the installation surface 80 (does not damage the wheel stop block 70 or the anchor bolt cylindrical member 1). or force to press the wheel stop block 70 against the mounting surface 80 as firmly as possible without crushing the threads of the male threaded portion 42a and the female threaded portion 52a), for example, 1/5 to 2 of the bending strength of the wheel stop block 70. /3 (preferably 1/4 to 1/2).
In the anchor 50, the cone 60 moves downward δ, and the pressing force with which the outer peripheral surface of the expanded portion 52c presses against the inner wall of the anchor hole 81 (82) is the same as when the car tire collides with the car stop block 70. The impact force is large enough to resist the pull-out force that tries to pull out the anchor 50 from the anchor hole 81 (82).
In other words, the operator continues to screw the bolt shaft portion 42 into the anchor 50, but the hook portions of the claws 23a to 23d cover the upper surface of the collar portion 32, and the bolt shaft portion 42 cannot be screwed into the anchor 50. By this, it is sensed that the tightening pressure of the anchor bolt 40 has reached a level suitable for fixing the wheel stop block 70 to the installation surface 80, and the screwing of the bolt shank 42 into the anchor 50 is completed.

以上のように図9に示すブロック固定構造においては、車止めブロック70内にアンカーボルト用筒部材1が埋設され、アンカーボルト用筒部材1は、筒部材本体10と筒部材上部20を備え、筒部材本体10は、アンカーボルト40のボルト軸部42が挿通する第2挿通穴SA2と、保持壁面13aを有する受け部材保持部13を備え、筒部材上部20は爪部23a~23dを備え、アンカーボルト40のボルト軸部42には受け部材30が挿通され、受け部材30は、厚肉部となっているボルト頭部当接部31、鍔部32、薄肉部33aを有する壁面当接部33を備え、アンカー50にねじ込まれたアンカーボルト40がアンカーボルト用筒部材1の第2挿通穴SAから叩き込まれて、アンカー50がアンカー用穴81(82)に入り、ボルト頭部41への叩き込みにより、ボルト頭部41の下面がボルト頭部当接部31の上面に当接し、筒部材上部20の爪部23a~23dが鍔部32で推し広げられ、壁面当接部33の薄肉部33aが保持壁面13aと当接してボルト頭部41の上面が位置P1(第1位置)にきた後、ボルト軸部42(雄ねじ部42a)がアンカー50(スリーブ52)の雌ねじ部52aにねじ込まれ、これにより、壁面当接部33の薄肉部33aが変形して受け部材30が下降し、ボルト頭部41の上面が位置P2(第2位置)まで下降し(このとき爪部23a~23dが元の位置に戻って鍔部32に被さり)、薄肉部33aの変形が限界に達して受け部材30がそれ以上変形しなくなるまでねじ込みが行われることから、アンカーボルト40とアンカー50により車止めブロック70を設置面80にできるだけ強固に固定できると共に、アンカーボルト40をアンカー50へねじ込み過ぎて、雄ねじ部42a・雌ねじ部52aのねじ山が潰れたり、アンカーボルト用筒部材1や車止めブロック70が破損したりして、車止めブロック70が設置面80に固定されなくなることを防止できる。 As described above, in the block fixing structure shown in FIG. 9, the anchor bolt tubular member 1 is embedded in the wheel stopper block 70, and the anchor bolt tubular member 1 includes the tubular member main body 10 and the tubular member upper portion 20. The member main body 10 includes a second insertion hole SA2 through which the bolt shaft portion 42 of the anchor bolt 40 is inserted, and a receiving member holding portion 13 having a holding wall surface 13a. A receiving member 30 is inserted through the bolt shaft portion 42 of the bolt 40. The receiving member 30 includes a bolt head contact portion 31 which is a thick portion, a flange portion 32, and a wall contact portion 33 having a thin portion 33a. , the anchor bolt 40 screwed into the anchor 50 is driven through the second insertion hole SA of the anchor bolt cylindrical member 1, the anchor 50 enters the anchor hole 81 (82), and is driven into the bolt head 41. As a result, the lower surface of the bolt head 41 contacts the upper surface of the bolt head contact portion 31, the claw portions 23a to 23d of the cylindrical member upper portion 20 are spread by the flange portion 32, and the thin portion 33a of the wall contact portion 33 contacts the holding wall surface 13a and the upper surface of the bolt head 41 comes to position P1 (first position), the bolt shaft 42 (male thread 42a) is screwed into the female thread 52a of the anchor 50 (sleeve 52), As a result, the thin portion 33a of the wall contact portion 33 is deformed, the receiving member 30 is lowered, and the upper surface of the bolt head portion 41 is lowered to the position P2 (second position) (at this time, the claw portions 23a to 23d are at their original positions). and covers the collar portion 32), and screwing is performed until the deformation of the thin portion 33a reaches its limit and the receiving member 30 no longer deforms. It can be fixed to the installation surface 80 as firmly as possible, and if the anchor bolt 40 is screwed too much into the anchor 50, the threads of the male threaded portion 42a and the female threaded portion 52a will be crushed, and the anchor bolt cylindrical member 1 and the wheel stop block 70 will be damaged. As a result, it is possible to prevent the wheel stop block 70 from becoming unfixed to the installation surface 80. - 特許庁

[アンカーピンによる車止めブロックの固定]
アンカーボルトとアンカーに代えてアンカーピンにより車止めブロックを固定する場合について説明する。
車止めブロックを設置する設置面がコンクリート面ではなく、アスファルト面のようなコンクリート面ほど硬くない面の場合、アンカーボルトとアンカーに代えてアンカーピンにより車止めブロックが設置面に固定される。
図12(a)は、アンカーピンの平面図、図12(b)は、アンカーピンの正面図であり、図中、90はアンカーピン、91は頭部、91aはお椀部、91bは段差部、92は軸部、93は先端部である。
アンカーピン90は、車止めブロックを設置面に固定するための断面が円形の金属製の棒状部材であり、頭部91、軸部92及び先端部93からなる。
頭部91は、お椀部91aとお椀部の上面から上方に突出する段差部91bからなり、お椀部91aの周面は、球面となっており、筒部材本体10の受け部材保持部13の保持壁面13aと面接触する部分である。
また、段差部91bは、打ち込み機によりアンカーピン90を設置面に打ち込む際に、打ち込み機の打撃を受ける部分であり、アンカーピン90が設置面に打ち込まれると、筒部材上部20内に段差部91bが収納される。
軸部92は、車止めブロック内に埋設されたアンカーボルト用筒部材1(筒部材本体10)の第2挿通穴SA2、第2挿通穴SA2に連続する車止めブロック内の縦穴を挿通し、設置面内に入る部分であり、軸部92の外径は、筒部材本体10の内リブ18a~18hの先端により形成されるリブ先端穴19の径と同じとなっている。
先端部93は、軸部92に連続するアンカーピン90の先端部分であり、アスファルト面等の設置面内にアンカーピン90を打ち込んで突入させるために、鋭利な円錐形状となっている。
[Fixing the car stop block with an anchor pin]
A description will be given of a case in which the bollard blocks are fixed by anchor pins instead of anchor bolts and anchors.
When the installation surface on which the car stop block is installed is not a concrete surface but a surface that is not as hard as a concrete surface such as an asphalt surface, the car stop block is fixed to the installation surface by anchor pins instead of anchor bolts and anchors.
12(a) is a plan view of the anchor pin, and FIG. 12(b) is a front view of the anchor pin. In the figure, 90 is the anchor pin, 91 is the head portion, 91a is the bowl portion, and 91b is the step portion. , 92 is a shaft portion, and 93 is a tip portion.
The anchor pin 90 is a metal rod-like member with a circular cross section for fixing the wheel stop block to the installation surface, and is composed of a head portion 91 , a shaft portion 92 and a tip portion 93 .
The head portion 91 includes a bowl portion 91a and a stepped portion 91b protruding upward from the upper surface of the bowl portion. This is the portion that comes into surface contact with the wall surface 13a.
The stepped portion 91b is a portion that receives impact from the driving machine when the anchor pin 90 is driven into the installation surface by the driving machine. 91b is stored.
The shaft portion 92 is inserted through the second insertion hole SA2 of the anchor bolt cylindrical member 1 (cylindrical member main body 10) embedded in the car stop block, and a vertical hole in the car stop block that is continuous with the second insertion hole SA2. The outer diameter of the shaft portion 92 is the same as the diameter of the rib tip hole 19 formed by the tip ends of the inner ribs 18a to 18h of the cylindrical member main body 10. As shown in FIG.
A tip portion 93 is a tip portion of the anchor pin 90 that is continuous with the shaft portion 92, and has a sharp conical shape so that the anchor pin 90 can be driven into an installation surface such as an asphalt surface.

図13は、アンカーピンによる車止めブロック固定構造をアンカーボルト用筒部材1、アンカーピン90、車止めブロック70に分解した状態の正面図であり、図中、80’は設置面であり、図9に示すブロック固定構造と同一のものには同一の符号を付す。
アンカーピンによる車止めブロック固定構造においても、アンカーボルトとアンカーによるブロック固定構造(図9参照)と同様に。車止めブロック70には、左右の切欠き部74、75の位置にあるブロック穴74h、75hの各々にアンカーボルト用筒部材1が埋設されており、この左右のアンカーボルト用筒部材1の各々にアンカーピン90が挿通され、アンカーピン90の先端部と軸部の一部がアスファルト面等の設置面80’に打ち込まれて、車止めブロック70が設置面80’に固定される。
具体的には、以下のようにしてアンカーピン90により車止めブロック70が設置面80’に固定される。
まず、アンカーピン90の先端部93と軸部92をアンカーボルト用筒部材1(筒部材本体10)の第2挿通穴SA2と拡張穴76に挿通させ、先端部93の先端が設置面80’に当たるようにし、打ち込み機のホルダー(打撃を与える部分)をアンカーピン90の頭部91の段差部91bに当てがい、打ち込み機によるアンカーピン90の打ち込みを行い、アンカーピン90を先端部93から設置面80’内に突入させる。
このアンカーピン90の打ち込みにより、アンカーピン90が先端部93から設置面80’内に入っていって頭部91は次第に下がっていき、お椀部91aは、筒部材上部20の周壁部21内に入って爪部23a、23b、23c、23dを広げてその下に潜り込む。これにより、爪部23a、23b、23c、23dは、車止めブロック設置後にタイヤが車止めブロックに当たった衝撃でアンカーピンが上方に跳ね上がるのを防止する。
そして、お椀部91aの周面が筒部材本体10の保持壁面13aに当たるまでアンカーピン90の打ち込みを行う。
このとき、お椀部91aの周面の上部を除く部分が筒部材本体10の保持壁面13aと接触して頭部91(お椀部91a)の一部が受け部材保持部13保持され、爪部23a、23b、23c、23dがお椀部91aの上面を覆い、段差部91bが筒部材上部20の周壁部21内に収納された状態となる。
FIG. 13 is a front view of the structure for fixing the bollard block using anchor pins, disassembled into the anchor bolt cylindrical member 1, the anchor pin 90, and the bollard block 70. In the figure, 80' is the installation surface, and FIG. The same symbols are attached to the same ones as the block fixing structure shown.
The block fixing structure using anchor pins is similar to the block fixing structure using anchor bolts and anchors (see FIG. 9). In the wheel stop block 70, the anchor bolt cylindrical members 1 are embedded in the block holes 74h and 75h at the positions of the left and right cutouts 74 and 75, respectively. The anchor pin 90 is inserted, and the tip portion and part of the shaft portion of the anchor pin 90 are driven into the installation surface 80' such as an asphalt surface, thereby fixing the wheel stopper block 70 to the installation surface 80'.
Specifically, the anchor block 70 is fixed to the installation surface 80' by the anchor pin 90 as follows.
First, the tip portion 93 and the shaft portion 92 of the anchor pin 90 are inserted through the second insertion hole SA2 and the expansion hole 76 of the anchor bolt tubular member 1 (tubular member main body 10), and the tip of the tip portion 93 is positioned on the installation surface 80'. The holder (part to be hit) of the driving machine is applied to the stepped portion 91b of the head 91 of the anchor pin 90, and the anchor pin 90 is driven by the driving machine, and the anchor pin 90 is installed from the tip 93. Plunge into surface 80'.
By driving the anchor pin 90, the anchor pin 90 enters the installation surface 80' from the tip portion 93, the head portion 91 gradually descends, and the bowl portion 91a is inserted into the peripheral wall portion 21 of the cylindrical member upper portion 20. It enters, spreads the claws 23a, 23b, 23c, and 23d and crawls under them. As a result, the claws 23a, 23b, 23c, and 23d prevent the anchor pins from jumping up due to the impact of the tire hitting the car stop block after the car stop block is installed.
Then, the anchor pin 90 is driven until the peripheral surface of the bowl portion 91a contacts the holding wall surface 13a of the cylindrical member main body 10. As shown in FIG.
At this time, the portion of the peripheral surface of the bowl portion 91a excluding the upper portion contacts the holding wall surface 13a of the cylindrical member main body 10, and a portion of the head portion 91 (bowl portion 91a) is held by the receiving member holding portion 13, and the claw portion 23a is held. , 23b, 23c, and 23d cover the upper surface of the bowl portion 91a, and the stepped portion 91b is accommodated in the peripheral wall portion 21 of the upper portion 20 of the tubular member.

上記のような打ち込み機によるアンカーピン90の打ち込みにおいては、アンカーピン90の軸部92の外径は、リブ先端穴19の径と同じとなっていることから、アンカーピン90の軸部92の直径方向(X、Y方向)への移動は、8個の内リブ18a~18hに規制されることとなる。
これにより、アンカーピン90を打ち込んでいく途中で、特に打ち込みの初期段階で、先端部93の先端がアスファルト面等の設置面80’内の骨材に当たってずれてアンカーピンが傾こうとしなければ、アンカーピン90の軸部92は、8個の内リブ18a~18hに案内され、この8個の内リブのいずれかが軸部92に押されて変形することなく、アンカーピン90は設置面80’に対して垂直に打ち込まれることとなる。
一方、アンカーピン90を打ち込んでいく途中で、特に打ち込みの初期段階で、先端部93の先端がアスファルト面等の設置面80’内の骨材に当たってずれようとして、アンカーピン90の軸線が第2挿通穴SA2の軸線に対して傾くと、内リブ18a~18hのうち頭部91が傾く側と反対側にある内リブが軸部92に押されて変形し、アンカーピン90は傾いて打ち込まれることとなる。
これにより、アンカーピン90を設置面80’に打ち込んでいく途中において、車止めブロック70が最初に置かれた設置面80’上の位置からずれることを防止できる。
また、アンカーピン90の設置面80’への打ち込みが終了したとき、お椀部91aは筒部材本体10の受け部材保持部13に保持されるが、お椀部91aの周面は球面で、受け部材保持部13の保持壁面13aも同じ球面であることから、アンカーピン90が設置面80’に対して傾いて打ち込まれた場合であっても、アンカーピン90が設置面80’に対して垂直に打ち込まれた場合と同様に、お椀部91aの周面が受け部材保持部13の保持壁面13aと面接触し、打ち込み機の打撃よるお椀部91aからの受け部材保持部13への衝撃力が、保持壁面13a全体に分散される。
これにより、アンカーピン90のお椀部91aが受け部材保持部13に接触した後も打ち込み機によるアンカーピン90の打ち込みを継続しても、打ち込み機の打撃よるお椀部91aからの受け部材保持部13への衝撃力により、受け部材保持部13(筒部材本体10)が破損し車止めブロック70が破損したり割れたりするのが防止される。
When the anchor pin 90 is driven by the driving machine as described above, since the outer diameter of the shaft portion 92 of the anchor pin 90 is the same as the diameter of the rib tip hole 19, the shaft portion 92 of the anchor pin 90 is Movement in the diametrical direction (X, Y directions) is restricted by the eight inner ribs 18a-18h.
As a result, in the middle of driving the anchor pin 90, particularly in the initial stage of driving, if the tip of the tip portion 93 hits the aggregate in the installation surface 80' such as an asphalt surface and is not inclined, the anchor pin will not tilt. A shaft portion 92 of the anchor pin 90 is guided by the eight inner ribs 18a to 18h. ' will be typed perpendicular to '.
On the other hand, in the middle of driving the anchor pin 90, particularly in the initial stage of driving, the tip of the tip portion 93 hits the aggregate in the installation surface 80' such as an asphalt surface and tries to shift, and the axis of the anchor pin 90 is shifted to the second position. When tilted with respect to the axis of the insertion hole SA2, the inner rib on the side opposite to the side on which the head 91 tilts among the inner ribs 18a to 18h is pushed by the shaft portion 92 and deformed, and the anchor pin 90 is tilted and driven. It will happen.
As a result, while the anchor pin 90 is being driven into the installation surface 80', it is possible to prevent the wheel stop block 70 from deviating from its initial position on the installation surface 80'.
Further, when the driving of the anchor pin 90 into the mounting surface 80' is completed, the bowl portion 91a is held by the receiving member holding portion 13 of the tubular member main body 10. Since the holding wall surface 13a of the holding portion 13 is also the same spherical surface, even if the anchor pin 90 is driven into the installation surface 80' at an angle, the anchor pin 90 is perpendicular to the installation surface 80'. As in the case of driving, the peripheral surface of the bowl portion 91a is in surface contact with the holding wall surface 13a of the receiving member holding portion 13, and the impact force from the bowl portion 91a to the receiving member holding portion 13 due to the impact of the driving machine is It is distributed over the entire holding wall surface 13a.
As a result, even if the driving of the anchor pin 90 by the driving machine is continued even after the bowl portion 91a of the anchor pin 90 contacts the receiving member holding portion 13, the receiving member holding portion 13 will not be damaged by the striking of the driving machine from the bowl portion 91a. The receiving member holding portion 13 (cylindrical member main body 10) is prevented from being damaged and the wheel stop block 70 from being damaged or cracked due to the impact force.

本発明の受け部材、受け部材付アンカーボルト用筒部材、ブロック固定具及びブロック固定構造は、ブロック内に埋設された筒部材にアンカーボルトを挿通させ、アンカーボルトが筒部材内に収納されるようにして、コンクリート面等に打ち込まれたアンカーにアンカーボルトをねじ込んでコンクリート面等にブロックを固定するに際し、アンカーボルトのブロックへの押し付けの程度を外部から視認でき、アンカーボルトの押し付けが強すぎて、ボルトのねじ山が潰れたり、筒部材やブロックが破損するのを防止でき、車を所定の位置に止めるための車止めブロック等のブロックに利用できる。 The receiving member, the cylindrical member for the anchor bolt with the receiving member, the block fixture, and the block fixing structure of the present invention are such that the anchor bolt is inserted through the cylindrical member embedded in the block, and the anchor bolt is accommodated in the cylindrical member. Then, when the block is fixed to the concrete surface by screwing the anchor bolt into the anchor driven into the concrete surface, etc., the degree of pressing of the anchor bolt against the block can be visually confirmed from the outside. , the screw thread of the bolt can be prevented from being crushed and the cylindrical member and the block can be prevented from being damaged, and can be used as a block such as a wheel stop block for stopping a vehicle at a predetermined position.

1 アンカーボルト用筒部材
10 筒部材本体
11 鍔部
12 円環部
13 受け部材保持部
13a 保持壁面
14a、14b 係合部
15a、15b 係合穴
16a、16b、16c、16d 回り止めリブ
17 円筒部
18a、18b、18c、18d、18e、18f、18g、18h 内リブ
19 リブ先端穴
20 筒部材上部
21 周壁部
22 底部
22h 底部穴
23a、23b、23c、23d 爪部
24a、24b 係合突起
30 受け部材
31 ボルト頭部当接部
32 鍔部
33 壁面当接部
33a 薄肉部
33b 中肉部
34a、34b、34c、34d、34e、34f、34g、34h 補強リブ
40 アンカーボルト、
41 ボルト頭部
42 ボルト軸部
42a 雄ねじ部
42b 胴部
50 アンカー
51 フランジ
52 スリーブ
52a 雌ねじ部
52b テーパ部
52c 拡張部
53a、53b、53c、54d スリット
60 コーン(拡張素子)
61 凸部
62 円錐台部
70 車止めブロック
71 上面
72 斜面
73 右側面
74、75 切欠き部
74h、75h ブロック穴
76 拡張穴
80 設置面
81、82 アンカー用穴
90 アンカーピン
91 頭部
91a お椀部
91b 段差部
92 軸部
93 先端部
HK 保持空間
P1 第1位置
P2 第2位置
SA1 第1挿通穴
SA2 第2挿通穴
1 Anchor bolt tubular member 10 Tubular member main body 11 Collar portion 12 Annular portion 13 Receiving member holding portion 13a Holding wall surfaces 14a, 14b Engagement portions 15a, 15b Engagement holes 16a, 16b, 16c, 16d Anti-rotation rib 17 Cylindrical portion 18a, 18b, 18c, 18d, 18e, 18f, 18g, 18h inner rib 19 rib tip hole 20 cylindrical member upper portion 21 peripheral wall portion 22 bottom portion 22h bottom portion hole 23a, 23b, 23c, 23d claw portion 24a, 24b engaging projection 30 receiver Member 31 Bolt head contact portion 32 Collar portion 33 Wall contact portion 33a Thin portion 33b Medium portion 34a, 34b, 34c, 34d, 34e, 34f, 34g, 34h Reinforcing rib 40 Anchor bolt,
41 bolt head 42 bolt shaft 42a male screw 42b trunk 50 anchor 51 flange 52 sleeve 52a female screw 52b tapered portion 52c extension 53a, 53b, 53c, 54d slit 60 cone (extension element)
61 convex portion 62 truncated cone portion 70 wheel stopper block 71 upper surface 72 slope 73 right side surface 74, 75 notch portion 74h, 75h block hole 76 expansion hole 80 installation surface
81, 82 Anchor hole 90 Anchor pin 91 Head 91a Bowl 91b Step 92 Shaft 93 Tip HK Holding space P1 First position P2 Second position SA1 First insertion hole SA2 Second insertion hole

Claims (8)

設置面に設置されるブロック内に埋設される筒部材に挿通され、該筒部材に収納されるボルト頭部を有し、前記設置面に打ち込まれるアンカーにねじ込まれるボルト軸部を有するアンカーボルト用の受け部材であって、
前記ボルト軸部が挿通する第1挿通穴と、
前記ボルト頭部が当接するボルト頭部当接部と、
前記アンカーボルトが前記筒部材に挿通されて前記ボルト軸部が前記アンカーにねじ込まれたときに、前記筒部材の保持壁面に当接する壁面当接部と
を備え、
前記ボルト軸部が前記アンカーにねじ込まれて前記ボルト頭部当接部が前記ボルト頭部に当接し、前記壁面当接部が前記保持壁面に当接したときに、前記ボルト軸部の前記アンカーへのねじ込みにより、前記ボルト頭部を前記ボルト頭部が前記ボルト頭部当接部に当接した第1位置から前記アンカーボルトの締付圧が前記ブロックを前記設置面に押し付けるのに適した大きさとなる第2位置に移動させるように前記壁面当接部が変形することを特徴とする受け部材。
An anchor bolt that is inserted into a cylindrical member embedded in a block installed on an installation surface, has a bolt head that is housed in the cylindrical member, and has a bolt shaft that is screwed into an anchor that is driven into the installation surface. a receiving member for
a first insertion hole through which the bolt shaft portion is inserted;
a bolt head abutting portion with which the bolt head abuts;
a wall contact portion that contacts a holding wall surface of the cylindrical member when the anchor bolt is inserted through the cylindrical member and the bolt shaft portion is screwed into the anchor;
When the bolt shaft portion is screwed into the anchor, the bolt head contact portion contacts the bolt head portion, and the wall surface contact portion contacts the holding wall surface, the anchor of the bolt shaft portion is By screwing the bolt head into the bolt head, the tightening pressure of the anchor bolt is suitable for pressing the block against the installation surface from the first position where the bolt head is in contact with the bolt head contact portion. The receiving member is characterized in that the wall contact portion is deformed so as to move to the second position where the size is increased.
前記ボルト頭部当接部は厚肉部を有し、前記保持壁面当接部は薄肉部を有することを特徴とする請求項1記載の受け部材。 2. The receiving member according to claim 1, wherein said bolt head contact portion has a thick portion and said holding wall contact portion has a thin portion. 設置面に設置されるブロック内に埋設されて、前記設置面に打ち込まれるアンカーにねじ込まれるボルト軸部を有するアンカーボルトが挿通するアンカーボルト用筒部材と前記ボルト軸部が挿通する第1挿通穴を有する受け部材とを備えた受け部材付アンカーボルト用筒部材であって、
前記アンカーボルト用筒部材は、前記ボルト軸部が挿通する第2挿通穴と保持壁面を有する筒部材本体とを備え、
前記受け部材は、前記ボルト頭部が当接するボルト頭部当接部と、前記アンカーボルトが前記筒部材に挿通されて前記ボルト軸部が前記アンカーにねじ込まれたときに前記筒部材の保持壁面に当接する壁面当接部とを備え、
前記ボルト軸部が前記アンカーにねじ込まれて前記ボルト頭部当接部が前記ボルト頭部に当接し、前記壁面当接部が前記保持壁面に当接したときに、前記ボルト軸部の前記アンカーへのねじ込みにより、前記ボルト頭部を前記ボルト頭部が前記ボルト頭部当接部に当接した第1位置から前記アンカーボルトの締付圧が前記ブロックを前記設置面に押し付けるのに適した大きさとなる第2位置に移動させるように前記壁面当接部が変形することを特徴とする受け部材付アンカーボルト用筒部材。
A cylindrical member for an anchor bolt, which is embedded in a block installed on an installation surface and has a bolt shaft portion to be screwed into an anchor driven into the installation surface, through which an anchor bolt is inserted, and a first insertion hole through which the bolt shaft portion is inserted. A cylindrical member for an anchor bolt with a receiving member, comprising a receiving member having
The anchor bolt tubular member includes a tubular member main body having a second insertion hole through which the bolt shaft portion is inserted and a holding wall surface,
The receiving member includes a bolt head abutting portion with which the bolt head abuts, and a retaining wall surface of the cylindrical member when the anchor bolt is inserted through the cylindrical member and the bolt shaft portion is screwed into the anchor. and a wall contact portion that contacts the
When the bolt shaft portion is screwed into the anchor, the bolt head contact portion contacts the bolt head portion, and the wall surface contact portion contacts the holding wall surface, the anchor of the bolt shaft portion is By screwing the bolt head into the bolt head, the tightening pressure of the anchor bolt is suitable for pressing the block against the installation surface from the first position where the bolt head is in contact with the bolt head contact portion. A cylindrical member for an anchor bolt with a receiving member, characterized in that the wall contact portion is deformed so as to be moved to the second position where the size is increased.
前記アンカーボルト用筒部材は、前記筒部材本体に係合し前記アンカーボルト用筒部材の上部を形成する筒部材上部をさらに備えたことを特徴とする請求項3記載の受け部材付アンカーボルト用筒部材。 4. The anchor bolt with receiving member according to claim 3, wherein the anchor bolt tubular member further includes a tubular member upper portion that engages with the tubular member main body and forms an upper portion of the anchor bolt tubular member. cylinder member. 前記受け部材は鍔部を有し、前記筒部材上部には放射状に配置された複数の爪部が設けられ、該複数の爪部は前記鍔部が接触しながら通過する爪部空間を形成し、前記ボルト頭部が第1位置から第2位置に移動したときに、前記鍔部は前記爪部空間を通過して前記複数の爪部が被さる位置に移動することを特徴とする請求項4記載の受け部材付アンカーボルト用筒部材。 The receiving member has a flange, and a plurality of claws arranged radially are provided on the upper part of the cylindrical member, and the plurality of claws form a claw space through which the collar passes while being in contact with each other. 4. When the bolt head moves from the first position to the second position, the collar passes through the claw space and moves to a position covered by the plurality of claws. A cylindrical member for an anchor bolt with a receiving member as described. 設置面に打ち込まれるアンカーと、該アンカーにねじ込まれるボルト軸部を有するアンカーボルトと、前記設置面に設置されるブロック内に埋設されて前記アンカーボルトが挿通するアンカーボルト用筒部材と前記ボルト軸部が挿通する第1挿通穴と有する受け部材とを備えたブロック固定具であって、
前記アンカーボルト用筒部材は、前記ボルト軸部が挿通する第2挿通穴と保持壁面を有する筒部材本体とを備え、
前記受け部材は、前記ボルト頭部が当接するボルト頭部当接部と、前記アンカーボルトが前記筒部材に挿通されて前記ボルト軸部が前記アンカーにねじ込まれたときに前記筒部材の保持壁面に当接する壁面当接部とを備え、
前記ボルト軸部が前記アンカーにねじ込まれて前記ボルト頭部当接部が前記ボルト頭部に当接し、前記壁面当接部が前記保持壁面に当接したときに、前記ボルト軸部の前記アンカーへのねじ込みにより、前記ボルト頭部を前記ボルト頭部が前記ボルト頭部当接部に当接した第1位置から前記アンカーボルトの締付圧が前記ブロックを前記設置面に押し付けるのに適した大きさとなる第2位置に移動させるように前記壁面当接部が変形することを特徴とするブロック固定具。
An anchor to be driven into an installation surface, an anchor bolt having a bolt shaft portion to be screwed into the anchor, an anchor bolt cylindrical member embedded in a block installed on the installation surface and through which the anchor bolt is inserted, and the bolt shaft. A block fixture comprising a receiving member having a first insertion hole through which the part is inserted,
The anchor bolt tubular member includes a tubular member main body having a second insertion hole through which the bolt shaft portion is inserted and a holding wall surface,
The receiving member includes a bolt head abutting portion with which the bolt head abuts, and a retaining wall surface of the cylindrical member when the anchor bolt is inserted through the cylindrical member and the bolt shaft portion is screwed into the anchor. and a wall contact portion that contacts the
When the bolt shaft portion is screwed into the anchor, the bolt head contact portion contacts the bolt head portion, and the wall surface contact portion contacts the holding wall surface, the anchor of the bolt shaft portion is By screwing the bolt head into the bolt head, the tightening pressure of the anchor bolt is suitable for pressing the block against the installation surface from the first position where the bolt head is in contact with the bolt head contact portion. A block fixture characterized in that said wall abutting portion deforms so as to move to a second position of size.
前記アンカーは内径が広がる拡張部を備え、前記アンカーの前記ボルト軸部がねじ込まれる部分には、前記拡張部を拡張させる拡張素子が挿入されていることを特徴とする請求項6記載のブロック固定具。 7. The block fixation according to claim 6, wherein the anchor has an expansion part with an increased inner diameter, and an expansion element for expanding the expansion part is inserted into a portion of the anchor into which the bolt shaft part is screwed. equipment. 設置面に打ち込まれるアンカーと、該アンカーにねじ込まれるボルト軸部を有するアンカーボルトによりブロックを設置面に固定するブロックの固定構造であって、
前記ブロック内には前記アンカーボルトが挿通するアンカーボルト用筒部材が埋設され、
前記ボルト軸部には第1挿通穴と有する受け部材が挿通され、
前記アンカーボルト用筒部材は、前記ボルト軸部が挿通する第2挿通穴と保持壁面を有する筒部材本体とを備え、
前記受け部材は、前記ボルト頭部が当接するボルト頭部当接部と、前記アンカーボルトが前記筒部材に挿通されて前記ボルト軸部が前記アンカーにねじ込まれたときに前記筒部材の保持壁面に当接する壁面当接部とを備え、
前記ボルト軸部が前記アンカーにねじ込まれて前記ボルト頭部当接部が前記ボルト頭部に当接し前記壁面当接部が前記保持壁面に当接したときに、前記ボルト軸部の前記アンカーへのねじ込みにより、前記ボルト頭部を前記ボルト頭部が前記ボルト頭部当接部に当接した第1位置から前記アンカーボルトの締付圧が前記ブロックを前記設置面に押し付けるのに適した大きさとなる第2位置に移動させるように前記壁面当接部が変形することを特徴とするブロックの固定構造。
A block fixing structure in which a block is fixed to an installation surface by an anchor driven into the installation surface and an anchor bolt having a bolt shaft portion screwed into the anchor,
A cylindrical member for an anchor bolt through which the anchor bolt is inserted is embedded in the block,
A receiving member having a first insertion hole is inserted through the bolt shaft,
The anchor bolt tubular member includes a tubular member main body having a second insertion hole through which the bolt shaft portion is inserted and a holding wall surface,
The receiving member includes a bolt head abutting portion with which the bolt head abuts, and a retaining wall surface of the cylindrical member when the anchor bolt is inserted through the cylindrical member and the bolt shaft portion is screwed into the anchor. and a wall contact portion that contacts the
When the bolt shaft portion is screwed into the anchor and the bolt head contact portion contacts the bolt head portion and the wall surface contact portion contacts the holding wall surface, the bolt shaft portion is attached to the anchor. By screwing the bolt head from the first position where the bolt head abuts against the bolt head abutting portion, the tightening pressure of the anchor bolt is large enough to press the block against the installation surface. The block fixing structure is characterized in that the wall surface contact portion is deformed so as to move to the lower second position.
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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006219908A (en) 2005-02-10 2006-08-24 Sanko Techno Co Ltd Expansion anchor, and construction method of expansion anchor
JP2013545044A (en) 2010-10-29 2013-12-19 ヒルティ アクチエンゲゼルシャフト Load display washer

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3310001C2 (en) * 1983-03-19 1985-05-09 Heinrich 6102 Pfungstadt Liebig Expansion dowel with setting force display
JP4212010B2 (en) * 1998-05-06 2009-01-21 株式会社サイコン工業 Fixing method of car stopper block and car stopper device

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006219908A (en) 2005-02-10 2006-08-24 Sanko Techno Co Ltd Expansion anchor, and construction method of expansion anchor
JP2013545044A (en) 2010-10-29 2013-12-19 ヒルティ アクチエンゲゼルシャフト Load display washer

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