JP2000320023A - Connection structure of concrete product - Google Patents
Connection structure of concrete productInfo
- Publication number
- JP2000320023A JP2000320023A JP11132077A JP13207799A JP2000320023A JP 2000320023 A JP2000320023 A JP 2000320023A JP 11132077 A JP11132077 A JP 11132077A JP 13207799 A JP13207799 A JP 13207799A JP 2000320023 A JP2000320023 A JP 2000320023A
- Authority
- JP
- Japan
- Prior art keywords
- male screw
- steel bar
- fixing steel
- concrete product
- female screw
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Lining And Supports For Tunnels (AREA)
- Joining Of Building Structures In Genera (AREA)
- Sewage (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、分割して製造した
コンクリート製品を連結し一体化するコンクリート製品
の連結構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete product connecting structure for connecting and integrating concrete products manufactured separately.
【0002】[0002]
【従来技術】従来からコンクリート構造物は、品質の向
上や現場における施工時間の短縮を目的として、工場で
製造したコンクリート製品を施工現場において連結して
構築するようになってきたが、コンクリート製品自体が
大型で重量が重いものは、製造用型枠等の大型化や、そ
れに付随する工場設備の投資が大きく、またコンクリー
ト製品の積み重ねに難があり広大な保管場所が必要とな
り、さらに、施工現場までの搬送に大型重機を要し、狭
巾地への搬入等に困難が生じる。依って、近年では、前
記コンクリート製品は予め分割して製造され、施工現場
において連結しコンクリート構造物を構築している。予
め分割して製造されたコンクリート製品の連結構造とし
ては、従来から図9に示すような連結構造が多用されて
いる。2. Description of the Related Art Conventionally, concrete structures have been constructed by connecting concrete products manufactured in factories at a construction site for the purpose of improving quality and shortening the construction time at the site. However, large and heavy ones require large-scale manufacturing formwork, investment in associated factory equipment, and difficulties in stacking concrete products, requiring a large storage space. Large heavy equipment is required for transportation to the destination, which makes it difficult to carry it into narrow areas. Therefore, in recent years, the concrete products are manufactured in advance by being divided and connected at a construction site to construct a concrete structure. As a connecting structure for concrete products manufactured in advance by dividing, a connecting structure as shown in FIG. 9 has been frequently used.
【0003】図9(a)に示すUBは、予め工場で分割
して製造した分割製品aと分割製品bを連結する水路用
の暗渠ブロックである。分割製品a,bは、夫々断面略
逆U字型,U字型に形成され、その内部には、相似形に
形成された内部鉄筋が埋設され、内部鉄筋の主筋cの先
端が連結面近傍に設けられた凹陥部内で露出するように
配設されている。[0003] UB shown in FIG. 9 (a) is an underdrain block for a waterway connecting a divided product a and a divided product b, which are divided and manufactured in advance in a factory. The divided products a and b have a substantially inverted U-shaped cross section and a U-shaped cross section, respectively, and embed an internal reinforcing bar having a similar shape inside thereof. Are provided so as to be exposed in the recessed portion provided in the first portion.
【0004】図9(b)に示すように、両分割製品a,
bの内部鉄筋の主筋cの先端部を互いに突き合わせるよ
うに組み合わせ、相対する先端部を前面側,背面側に分
割した銅の当金f,rで囲み、シールドガス(炭酸ガ
ス)の雰囲気中で個々に溶接し連結して一体化させる。[0004] As shown in FIG.
b, the tips of the main bars c of the internal reinforcing bars are combined so as to abut each other, and the opposed tips are surrounded by copper abutments f and r which are divided into a front side and a back side, in an atmosphere of a shielding gas (carbon dioxide). Are welded individually, connected and integrated.
【0005】[0005]
【発明が解決しようとする課題】しかし、夫々の内部鉄
筋の主筋c,cの先端部同士を溶接するだけであるた
め、両分割製品a,bの連結面tに押圧力を加えて連結
することができず、溶接作業に至っては、作業者個々の
能力や施工現場における天候等により分割製品の連結状
態を均一にすることが困難であり、施工費縮減や適正な
圧接状態での均一な施工を目的とするコンクリート製品
の連結には適さない。However, since only the tips of the main reinforcing bars c and c of the respective internal reinforcing bars are welded to each other, the connecting surfaces t of the two divided products a and b are connected by applying a pressing force. In the case of welding work, it is difficult to make the connection state of the divided products uniform due to the ability of each worker and the weather at the construction site, etc. Not suitable for connecting concrete products for construction purposes.
【0006】本発明は上記事情に鑑みてなされたもので
あり、その目的とするところは、予め分割して製造した
コンクリート製品の連結面に適正な押圧力を付勢して相
互を連結し一体化するコンクリート製品の連結構造を提
供することにある。SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and an object of the present invention is to apply an appropriate pressing force to a connecting surface of a concrete product manufactured in advance so as to connect the concrete products to each other to integrally connect them. An object of the present invention is to provide a connection structure for a concrete product to be converted.
【0007】[0007]
【課題を解決するための手段】上記目的を達成するた
め、本発明のコンクリート製品の連結構造は、螺子構造
によりコンクリート製品を相互連結し一体化するコンク
リート製品の連結構造であって、一方のコンクリート製
品に、その端部に設けた雌螺子部が連結端面に開口する
ように埋設した第1定着用棒鋼と、他方のコンクリート
製品に、その端部に設けた雄螺子部が連結端面及び該連
結端面に連続する一側面に開口する凹陥部内で露出する
ように埋設した第2定着用棒鋼と、前記第1定着用棒鋼
の雌螺子部に対応する雄螺子部を有し、前記第2定着用
棒鋼の雄螺子部に遊動自在に係止された雄螺子部材とを
備え、相互の定着用棒鋼を相対するように夫々のコンク
リート製品を組合せ、前記雌螺子部に雄螺子部材を緊締
することによりコンクリート製品を相互連結し一体化し
たことを特徴としている。In order to achieve the above object, a concrete product connecting structure of the present invention is a concrete product connecting structure in which concrete products are interconnected and integrated by a screw structure. A first fixing steel bar embedded in the product such that a female screw portion provided at the end thereof is opened to the connection end surface, and a male screw portion provided at the end portion of the other concrete product are provided with a connection end surface and the connection end. A second fixing steel bar embedded so as to be exposed in a concave portion opened to one side surface continuous to the end surface, and a male screw portion corresponding to a female screw portion of the first fixing steel bar, A male screw member movably locked to a male screw portion of a steel bar, combining respective concrete products so as to oppose mutual fixing steel bars, and tightening the male screw member to the female screw portion. Con It is characterized in that interconnected integrated lied product.
【0008】また、本発明のコンクリート製品の連結構
造は、螺子構造によりコンクリート製品を相互連結し一
体化するコンクリート製品の連結構造であって、一方の
コンクリート製品に、その端部に設けた雌螺子部が連結
端面に開口するように埋設した第1定着用棒鋼と、他方
のコンクリート製品に、連結端面及び該連結端面に連続
する一側面に開口する凹陥部を設け、その端部に設けた
雌螺子部が前記凹陥部内に開口するように埋設した第2
定着用棒鋼と、一端に鍔部を有し第2定着用棒鋼の雌螺
子部に螺着した係止部材と、前記第1定着用棒鋼の雌螺
子部に対応する雄螺子部を有し、前記係止部材に遊動自
在に係止された雄螺子部材とを備え、相互の定着用棒鋼
を相対するように夫々のコンクリート製品を組合せ、前
記第1定着用棒鋼の雌螺子部に雄螺子部材を緊締するこ
とによりコンクリート製品を相互連結し一体化したこと
を特徴としている。[0008] The concrete product connecting structure of the present invention is a concrete product connecting structure for interconnecting and integrating concrete products by a screw structure, wherein a female screw provided at one end of one concrete product is provided. The first anchoring steel bar embedded so that the portion is open to the connecting end surface, and the other concrete product is provided with a connecting end surface and a concave portion opening on one side continuous to the connecting end surface, and a female provided at the end portion. A second screw portion embedded so as to open into the concave portion;
A fixing steel bar, a locking member having a flange at one end and screwed to a female screw portion of the second fixing steel bar, and a male screw portion corresponding to the female screw portion of the first fixing steel bar, A male screw member movably locked to the locking member, and each concrete product is combined so that the fixing steel bars face each other, and a male screw member is attached to the female screw portion of the first fixing steel bar. The concrete products are interconnected and united by tightening.
【0009】上記の如く構成されたコンクリート製品の
連結構造によれば、相互に連結するコンクリート製品
を、その内部に埋設された両定着用棒鋼を相対するよう
に連結端面を当接して組合せ、第2定着用棒鋼に取り付
けられた雄螺子部材を第1定着用棒鋼の雌螺子部に螺合
する時には、両定着用棒鋼の軸線誤差を吸収して容易に
螺合することができ、また、第1定着用棒鋼の雌螺子部
と雄螺子部材の締結時には、熟練を要さない雄螺子部材
の回動操作のみで容易に短時間で締結することができ、
さらに、第1定着用棒鋼の雌螺子部に雄螺子部材を緊締
すれば、相互のコンクリート製品の連結端面に適正な押
圧力を付勢して連結し一体化することができる。According to the concrete product connecting structure constructed as described above, the concrete products to be connected to each other are combined by abutting the connecting end faces thereof so as to oppose both anchoring steel bars buried therein. (2) When the male screw member attached to the fixing steel bar is screwed into the female screw portion of the first fixing steel bar, the axial error of both fixing steel bars can be absorbed and the screw can be easily screwed. (1) At the time of fastening the female screw portion and the male screw member of the fixing steel bar, the fastening can be easily performed in a short time only by turning the male screw member without skill,
Further, if the male screw member is tightened to the female screw portion of the first fixing steel bar, it can be connected and integrated by applying a proper pressing force to the connection end surfaces of the concrete products.
【0010】さらに、前記第1定着用棒鋼の雌螺子部に
雄螺子部材を緊締した後の状態を保持する保持部材を備
えたことにより、第1定着用棒鋼の雌螺子部に雄螺子部
材を緊締後に保持部材を緊締すれば、連結し一体化した
コンクリート製品に外力が加わった時、連結部に塑性変
形が生じることを抑制することができる。[0010] Further, the female screw portion of the first fixing steel bar is provided with a holding member for holding a state after the male screw member is tightened, so that the male screw member is attached to the female screw portion of the first fixing steel bar. If the holding member is tightened after the tightening, it is possible to suppress the occurrence of plastic deformation in the connecting portion when an external force is applied to the connected and integrated concrete product.
【0011】[0011]
【発明の実施の形態】先ず、図1乃至図4を参照して、
本発明の一実施態様の連結構造100を詳述する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS First, referring to FIGS.
The connection structure 100 according to one embodiment of the present invention will be described in detail.
【0012】図1は本発明の概略説明図であり、図中符
号A,Bは、予め分割して製造したコンクリート製品
(以下分割製品と称す)を示し、両分割製品A,Bは夫
々平板状に形成され、その内部に主筋2,配力筋3,補
助筋4により構成された内部鉄筋1を具備し、連結構造
100(110)により連結し一体化している。FIG. 1 is a schematic explanatory view of the present invention, in which reference numerals A and B indicate concrete products (hereinafter referred to as divided products) manufactured in advance by dividing, and both divided products A and B are flat plates, respectively. It has an internal reinforcing bar 1 composed of a main bar 2, a force bar 3 and an auxiliary bar 4 inside, and is connected and integrated by a connecting structure 100 (110).
【0013】連結構造100は、図2に示すように第1
定着用棒鋼10,第2定着用棒鋼20,雄螺子部材3
0,係止部材40,保持ナット50により構成されてい
る。The connecting structure 100 has a first structure as shown in FIG.
Anchoring steel bar 10, second anchoring steel bar 20, male screw member 3
0, a locking member 40, and a holding nut 50.
【0014】第1定着用棒鋼10は、異形鉄筋12と該
異形鉄筋12の端部に摩擦圧接により溶着された雌螺子
部材14とで構成され、雌螺子部材14の一端略中央に
設けた雌螺子部16が連結端面Atに開口すると共に、
前記内部鉄筋1の主筋2と平行に且つ連結端面Atと直
交するように分割製品Aに埋設されている。The first fixing steel bar 10 comprises a deformed reinforcing bar 12 and a female screw member 14 welded to the end of the deformed reinforcing bar 12 by friction welding. The screw portion 16 is opened at the connection end surface At,
The internal reinforcing bar 1 is embedded in the divided product A so as to be parallel to the main reinforcing bar 2 and perpendicular to the connecting end surface At.
【0015】第2定着用棒鋼20は、異形鉄筋22の端
部に雄螺子部26が形成され、雄螺子部26が連結端面
Bt及び側面Bsに開口する凹陥部80に露出すると共
に、前記内部鉄筋1の主筋2と平行に且つ連結端面Bt
と直交するように分割製品Bに埋設されている。The second fixing steel bar 20 has a male screw portion 26 formed at an end of the deformed reinforcing bar 22, the male screw portion 26 is exposed to a concave portion 80 opened to the connecting end face Bt and the side face Bs, and the internal thread is formed. Connection end face Bt parallel to main reinforcement 2 of rebar 1
Embedded in the divided product B so as to be orthogonal to
【0016】図1に示した実施例においては、両定着用
棒鋼10,20は、溶着または結束等により内部鉄筋
1,1に夫々接合されているが、内部鉄筋1に接合しな
くてもコンクリートに対する所要の付着力が得られる場
合においては、必ずしも接合する必要はない。なお、両
異形鉄筋12,22の埋設長さや太さは、連結後の製品
に加わる外力等の諸条件に応じて適宜選択される。In the embodiment shown in FIG. 1, the anchoring bars 10 and 20 are respectively joined to the internal reinforcing bars 1 and 1 by welding or bundling. It is not always necessary to join when the required adhesive force to is obtained. The embedded length and thickness of the deformed reinforcing bars 12 and 22 are appropriately selected according to various conditions such as external force applied to the product after connection.
【0017】雄螺子部材30は、外周面に第1定着用棒
鋼10の雌螺子部16に対応する雄螺子部36を有し、
基部32の一端略中央から第2定着用棒鋼20の雄螺子
部24より僅かに径大なる遊挿孔34を穿設し、該遊挿
孔34終端の顎部35から雄螺子部26先端に貫通形成
された係止部材40より僅かに径大なる中空部37を有
し、基部の一端外周には歯輪状に形成された工具係合部
39が設けられ、前記第2定着用棒鋼20の雄螺子部2
4の所定位置に取り付けられた係止部材40を介して遊
動自在に係止されている。また、工具係合部39とし
て、基部32の一端外周に断面が六角若しくは八角形状
の部位を設けるか、或いは、基部の中間部外周に複数の
凹部や凸部を設けてもよい。The male screw member 30 has a male screw portion 36 corresponding to the female screw portion 16 of the first fixing steel bar 10 on the outer peripheral surface,
A play insertion hole 34 slightly larger in diameter than the male screw portion 24 of the second fixing steel bar 20 is formed from substantially the center of one end of the base portion 32, and from the jaw 35 at the end of the play insertion hole 34 to the tip of the male screw portion 26. It has a hollow portion 37 slightly larger in diameter than the penetrating locking member 40, and a tool engaging portion 39 formed in a toothed ring shape is provided on the outer periphery of one end of the base portion. Male screw part 2
4 is freely movably locked via a locking member 40 attached to a predetermined position. Further, as the tool engaging portion 39, a portion having a hexagonal or octagonal cross section may be provided on the outer periphery of one end of the base portion 32, or a plurality of concave portions or convex portions may be provided on the outer periphery of an intermediate portion of the base portion.
【0018】また、図示の実施例においては、第1定着
用棒鋼10の雌螺子部16と雄螺子部材30の雄螺子部
36のネジ山、及び第2定着用棒鋼20の雄螺子部24
のネジ山は何れも右ネジであるが、後に詳述する締結時
の緩み防止の為に、第1定着用棒鋼10の雌螺子部16
と雄螺子部材30の雄螺子部36のネジ山を右ネジとし
第2定着用棒鋼20の雄螺子部24のネジ山を左ネジと
したり、或いは、第1定着用棒鋼10の雌螺子部16と
雄螺子部材30の雄螺子部36のネジ山を左ネジとし第
2定着用棒鋼20の雄螺子部24のネジ山を右ネジとし
ても、両分割製品A,Bの連結は実施可能である。In the illustrated embodiment, the threads of the female thread 16 of the first fixing steel bar 10 and the male thread 36 of the male screw member 30 and the male thread 24 of the second fixing steel bar 20 are used.
Are threaded right-hand threads, but in order to prevent loosening at the time of fastening, which will be described in detail later, the female thread portion 16 of the first fixing steel bar 10 is used.
And the thread of the male thread portion 36 of the male thread member 30 is a right-hand thread and the thread of the male thread portion 24 of the second fixing steel bar 20 is a left-hand thread, or the female thread portion 16 of the first fixing steel bar 10 is used. Even if the thread of the male thread portion 36 of the male screw member 30 is a left-hand thread and the thread of the male thread portion 24 of the second fixing steel bar 20 is a right-hand thread, the connection between the two divided products A and B can be performed. .
【0019】この連結構造100により両分割製品A,
Bを連結するときは、まず、分割製品Bの第2定着用棒
鋼20の雄螺子部24に、保持ナット50を略最深部ま
で螺入しおき、雄螺子部材30を遊挿した後に、係止部
材40を所定の取付位置まで螺入する。この時、係止部
材40を雄螺子部24に溶着するか、或いは、前述のよ
うに雄螺子部24と雄螺子部材30の雄螺子部34のネ
ジ山を逆にすれば、締結時における係止部材40の取付
位置の変動を防止できる。With this connection structure 100, the two divided products A,
When connecting B, first, the retaining nut 50 is screwed into the male screw part 24 of the second fixing steel bar 20 of the divided product B to the deepest part, the male screw member 30 is loosely inserted, and The stop member 40 is screwed into a predetermined mounting position. At this time, if the locking member 40 is welded to the male screw portion 24, or if the threads of the male screw portion 24 and the male screw portion 34 of the male screw member 30 are reversed as described above, the engagement at the time of fastening is made. A change in the mounting position of the stop member 40 can be prevented.
【0020】次に、第1定着用棒鋼10の軸線CL1と
第2定着用棒鋼20の軸線CL2が合致するように、両
分割製品A,Bの連結端面を当接させて組み合わせ、第
2定着用棒鋼20に遊動自在に取り付けられている雄螺
子部材30の雄螺子部36を第1定着用棒鋼10の雌螺
子部16に螺入し、軽く締め付ける。尚、分割製品Aの
連結端面Atに凸部を設け、分割製品Bの連結端面Bt
に該凸部に嵌合する凹部を設けて、両部を嵌合させる
か、或いは、両分割製品A,Bの夫々の連結端面At,
Btに凹部を設けて、該凹部に嵌合する部材を介在させ
れば、両分割製品A,Bの組み合わせ作業の簡易化と共
に、連結後の連結部の耐剪断力を向上することができ
る。Next, the connecting end faces of the two divided products A and B are brought into contact with each other so that the axis CL1 of the first fixing steel bar 10 and the axis CL2 of the second fixing steel bar 20 coincide with each other. The male screw portion 36 of the male screw member 30 movably attached to the steel bar 20 is screwed into the female screw portion 16 of the first fixing steel bar 10 and lightly tightened. Note that a projection is provided on the connecting end face At of the divided product A, and the connecting end face Bt of the divided product B is provided.
Is provided with a concave portion to be fitted to the convex portion, and both portions are fitted to each other, or the connecting end surfaces At,
If a recess is provided in Bt and a member that fits into the recess is interposed, the work of assembling the two divided products A and B can be simplified, and the shearing resistance of the connected portion after the connection can be improved.
【0021】第2定着用棒鋼20と雄螺子部材30の挿
入孔34との間、及び、係止部材40と雄螺子部材30
の中空部37との間には間隙を設けてあるので、第1定
着用棒鋼10の軸線CL1と第2定着用棒鋼20の軸線
CL2に誤差が生じた場合でも、この誤差を吸収して第
1定着用棒鋼10の雌螺子部16に雄螺子部材30の雄
螺子部36を容易に螺入することができる。Between the second fixing steel bar 20 and the insertion hole 34 of the male screw member 30, and between the locking member 40 and the male screw member 30.
Since a gap is provided between the first fixing steel bar 10 and the axis CL2 of the second fixing steel bar 20, the gap is provided between the hollow portion 37 and the hollow portion 37. 1 The male screw 36 of the male screw member 30 can be easily screwed into the female screw 16 of the fixing steel bar 10.
【0022】次に、雄螺子部材30の係合部39に図示
省略の専用工具を係合し、所定トルクにて締結すれば、
雄螺子部材30の顎部35が係止部材40の係止面42
に当接し、雄螺子部材30は係止部材40を介して第2
定着用棒鋼20を矢符H方向に引き寄せ、両分割製品
A,Bを所定の圧接状態で連結することができる。Next, if a dedicated tool (not shown) is engaged with the engaging portion 39 of the male screw member 30 and fastened with a predetermined torque,
The jaw 35 of the male screw member 30 is engaged with the locking surface 42 of the locking member 40.
And the male screw member 30 is in contact with the second
The fixing steel bar 20 is drawn in the arrow H direction, and the two divided products A and B can be connected in a predetermined pressure contact state.
【0023】さらに、第2定着用棒鋼20の雄螺子部2
4に螺入しておいた保持ナット50を緊締することによ
り、連結し一体化したコンクリート製品に外力が加わっ
た時、第2定着用棒鋼20の雄螺子部24や雄螺子部材
30に塑性変形が生じることを抑制することができる。Further, the male screw portion 2 of the second fixing steel bar 20 is formed.
When the external force is applied to the connected and integrated concrete product by tightening the holding nut 50 screwed into the screw 4, the male screw portion 24 and the male screw member 30 of the second fixing steel bar 20 are plastically deformed. Can be suppressed.
【0024】締付工程の完了後、雄螺子部材30の貫通
孔38から、雄螺子部材30と係止部材40との隙間、
及び雄螺子部材30と第2定着用棒鋼20の雌螺子部1
6との隙間に無収縮モルタル等の硬化材を充填し、さら
に、凹陥部80内にも前記硬化材を充填する。これによ
り、連結部における各部材の緩みが防止できると共に、
連結部の耐剪断力を向上することができる。After the completion of the tightening step, a gap between the male screw member 30 and the locking member 40 through the through hole 38 of the male screw member 30,
Female screw part 1 of male screw member 30 and second fixing steel bar 20
6 is filled with a hardening material such as non-shrinkable mortar, and the inside of the recess 80 is also filled with the hardening material. Thereby, while being able to prevent loosening of each member in the connecting portion,
The shear resistance of the connecting portion can be improved.
【0025】次に、図1、及び図5乃至図7を参照し
て、本発明の別の実施態様の連結構造110を詳述す
る。Next, referring to FIG. 1 and FIGS. 5 to 7, a connection structure 110 according to another embodiment of the present invention will be described in detail.
【0026】連結構造110は、図5に示すように第1
定着用棒鋼10,第2定着用棒鋼25,雄螺子部材3
0,係止部材45,保持ナット50により構成されてい
る。As shown in FIG. 5, the connecting structure 110
Fixing steel bar 10, second fixing steel bar 25, male screw member 3
0, a locking member 45, and a holding nut 50.
【0027】第1定着用棒鋼10は、異形鉄筋12と該
異形鉄筋12の端部に摩擦圧接により溶着された雌螺子
部材14とで構成され、雌螺子部材14の一端略中央に
設けた雌螺子孔16が連結端面Atに開口すると共に、
前記内部鉄筋1の主筋2と平行に且つ連結端面Atと直
交するように分割製品Aに埋設されている。The first fixing steel bar 10 is composed of a deformed reinforcing bar 12 and a female screw member 14 welded to an end of the deformed reinforcing bar 12 by friction welding. While the screw hole 16 is opened in the connection end face At,
The internal reinforcing bar 1 is embedded in the divided product A so as to be parallel to the main reinforcing bar 2 and perpendicular to the connecting end surface At.
【0028】第2定着用棒鋼25は、異形鉄筋27と該
異形鉄筋27の端部に摩擦圧接により溶着された雌螺子
部材29とで構成され、雌螺子部材29の一端略中央に
設けた雌螺子穴28が連結端面Bt及び側面Bsに開口
する凹陥部80に開口すると共に、前記内部鉄筋1の主
筋2と平行に且つ連結端面Btと直交するように分割製
品Bに埋設されている。The second fixing steel bar 25 is composed of a deformed reinforcing bar 27 and a female screw member 29 welded to an end of the deformed reinforcing bar 27 by friction welding. A screw hole 28 is opened in a concave portion 80 opened in the connection end face Bt and the side face Bs, and is embedded in the divided product B so as to be parallel to the main reinforcement 2 of the internal reinforcing bar 1 and orthogonal to the connection end face Bt.
【0029】両定着用棒鋼10,25は、前述の連結構
造100と同様に、溶着または結束等により内部鉄筋
1,1に夫々接合されているが、内部鉄筋1に接合しな
くてもコンクリートに対する所要の付着力が得られる場
合においては、必ずしも接合する必要はなく、また、両
異形鉄筋12,27の埋設長さや太さは、連結後の製品
に加わる外力等の諸条件に応じて適宜選択される。The anchoring bars 10 and 25 are joined to the internal reinforcing bars 1 and 1 by welding or bundling, respectively, as in the connection structure 100 described above. When the required adhesive force is obtained, it is not always necessary to join them, and the embedded length and thickness of both deformed reinforcing bars 12, 27 are appropriately selected according to various conditions such as external force applied to the product after connection. Is done.
【0030】係止部材45は、第2定着用棒鋼25の雌
螺子穴28に対応する雄螺子48の一端に鍔部46を有
し、第2定着用棒鋼25に取り付けられている。The locking member 45 has a flange 46 at one end of a male screw 48 corresponding to the female screw hole 28 of the second fixing steel bar 25, and is attached to the second fixing steel bar 25.
【0031】雄螺子部材30は、外周面に第1定着用棒
鋼10の雌螺子部16に対応する雄螺子部36を有し、
基部32の一端略中央から係止部材45の雄螺子48よ
り僅かに径大なる遊挿孔34を穿設し、該遊挿孔34終
端の顎部35から雄螺子部26先端に貫通形成された係
止部材45の鍔部46より僅かに径大なる中空部37を
有し、基部の一端外周には歯輪状に形成された工具係合
部39が設けられ、前記第2定着用棒鋼20の所定位置
に取り付けられた係止部材45を介して遊動自在に係止
されている。また、工具係合部39として、基部32の
一端外周に断面が六角若しくは八角形状の部位を設ける
か、或いは、基部の中間部外周に複数の凹部や凸部を設
けてもよい。The male screw member 30 has a male screw portion 36 corresponding to the female screw portion 16 of the first fixing steel bar 10 on the outer peripheral surface.
A play insertion hole 34 slightly larger in diameter than the male screw 48 of the locking member 45 is formed from substantially the center of one end of the base 32, and the play insertion hole 34 is formed through the jaw 35 at the end of the play insertion hole 34 to the tip of the male screw part 26. The locking member 45 has a hollow portion 37 slightly larger in diameter than the flange portion 46, and a tool engaging portion 39 formed in a ring shape is provided on the outer periphery of one end of the base portion. Are freely movably locked through a locking member 45 attached to a predetermined position of the hologram. Further, as the tool engaging portion 39, a portion having a hexagonal or octagonal cross section may be provided on the outer periphery of one end of the base portion 32, or a plurality of concave portions or convex portions may be provided on the outer periphery of an intermediate portion of the base portion.
【0032】また、図示の実施例においては、第1定着
用棒鋼10の雌螺子部16と雄螺子部材30の雄螺子部
36のネジ山、及び第2定着用棒鋼25の雌螺子穴28
と係止部材45の雄螺子48のネジ山は何れも右ネジで
あるが、後に詳述する締結時の緩み防止の為に、第1定
着用棒鋼10の雌螺子部16と雄螺子部材30の雄螺子
部36のネジ山を右ネジとして、第2定着用棒鋼25の
雌螺子穴28と係止部材45の雄螺子48のネジ山を左
ネジとしたり、或いは、第1定着用棒鋼10の雌螺子部
16と雄螺子部材30の雄螺子部36のネジ山を左ネジ
として、第2定着用棒鋼25の雌螺子穴28と係止部材
45の雄螺子48のネジ山を右ネジとしても、両分割製
品A,Bの連結は実施可能である。In the illustrated embodiment, the thread of the female screw portion 16 of the first fixing steel bar 10 and the male screw portion 36 of the male screw member 30 and the female screw hole 28 of the second fixing steel bar 25 are used.
The thread of the male screw 48 of the locking member 45 is a right-hand thread. However, in order to prevent loosening at the time of fastening, which will be described later in detail, the female screw 16 and the male screw 30 of the first fixing steel bar 10 are used. The thread of the male screw portion 36 of the second fixing steel bar 25 is set to the right thread, the thread of the female screw hole 28 of the second fixing steel bar 25 and the thread of the male screw 48 of the locking member 45 are set to the left screw, or the first fixing steel bar 10 The thread of the female thread 16 of the male screw member 30 and the thread of the male thread 36 of the male thread member 30 are left-handed threads, and the thread of the female threaded hole 28 of the second fixing steel bar 25 and the thread of the male thread 48 of the locking member 45 are right-handed. However, the connection of the two divided products A and B is feasible.
【0033】この連結構造110により両分割製品A,
Bを連結するときは、まず、連結前の工程として、予め
係止部材45の雄螺子48に雄螺子部材30を遊挿しお
き、保持ナット50を螺入しておく。次に、雄螺子部材
30と保持ナット50を取り付けた係止部材45を、分
割製品Bの第2定着用棒鋼20の雌螺子穴28に、係止
部材45の雄螺子48を所定の取付位置まで螺入する。
この時、係止部材45を第2定着用棒鋼20の雌螺子部
材29に溶着するか、或いは、前述のように第1定着用
棒鋼10の雌螺子部16と雄螺子部材30の雄螺子部3
6のネジ山と、第2定着用棒鋼25の雌螺子穴28と係
止部材45の雄螺子48のネジ山を逆にすれば、締結時
における係止部材40の取付位置の変動を防止できる。With this connecting structure 110, the two divided products A,
When connecting B, as a step before connection, first, the male screw member 30 is loosely inserted into the male screw 48 of the locking member 45, and the holding nut 50 is screwed in. Next, the locking member 45 to which the male screw member 30 and the holding nut 50 are mounted is inserted into the female screw hole 28 of the second fixing steel bar 20 of the divided product B, and the male screw 48 of the locking member 45 is mounted at a predetermined mounting position. Screw it in.
At this time, the locking member 45 is welded to the female screw member 29 of the second fixing steel bar 20, or the female screw portion 16 of the first fixing steel bar 10 and the male screw portion of the male screw member 30 as described above. 3
If the thread of No. 6 and the threads of the female screw hole 28 of the second fixing steel bar 25 and the male screw 48 of the locking member 45 are reversed, it is possible to prevent a change in the mounting position of the locking member 40 during fastening. .
【0034】次に、第1定着用棒鋼10の軸線CL1と
第2定着用棒鋼25の軸線CL2が合致するように、両
分割製品A,Bの連結端面を当接させて組み合わせ、第
2定着用棒鋼25に係合部材45を介して遊動自在に取
り付けられている雄螺子部材30の雄螺子部36を第1
定着用棒鋼10の雌螺子部16に螺入し、軽く締め付け
る。尚、分割製品Aの連結端面Atに凸部を設け、分割
製品Bの連結端面Btに該凸部に嵌合する凹部を設け
て、両部を嵌合させるか、或いは、両分割製品A,Bの
夫々の連結端面At,Btに凹部を設けて、該凹部に嵌
合する部材を介在させれば、両分割製品A,Bの組み合
わせ作業の簡易化と共に、連結後の連結部の耐剪断力を
向上することができる。Next, the connecting end faces of the two divided products A and B are brought into contact with each other so that the axis CL1 of the first fixing steel bar 10 coincides with the axis CL2 of the second fixing steel bar 25, and the second fixing is performed. The male screw portion 36 of the male screw member 30 movably attached to the steel bar 25 via the engaging member 45 is a first screw.
It is screwed into the female screw part 16 of the fixing steel bar 10 and lightly tightened. In addition, a convex portion is provided on the connecting end surface At of the divided product A, and a concave portion that fits into the convex portion is provided on the connecting end surface Bt of the divided product B. By providing a concave portion on each of the connection end surfaces At and Bt of B, and interposing a member that fits into the concave portion, it is possible to simplify the work of assembling the two divided products A and B, and to prevent the shearing of the connected portion after the connection. Strength can be improved.
【0035】係止部材45の雄螺子48と雄螺子部材3
0の挿入孔34との間、及び、係止部材45の顎部46
と雄螺子部材30の中空部37との間には間隙を設けて
あるので、第1定着用棒鋼10の軸線CL1と第2定着
用棒鋼25の軸線CL2に誤差が生じた場合でも、この
誤差を吸収して第1定着用棒鋼10の雌螺子部16に雄
螺子部材30の雄螺子部36を容易に螺入することがで
きる。The male screw 48 of the locking member 45 and the male screw member 3
0 and the jaw 46 of the locking member 45
Since a gap is provided between the first fixing steel bar 10 and the axis CL2 of the second fixing steel bar 25, there is a gap between the first fixing steel bar 10 and the hollow portion 37 of the male screw member 30. And the male screw portion 36 of the male screw member 30 can be easily screwed into the female screw portion 16 of the first fixing steel bar 10.
【0036】次に、雄螺子部材30の係合部39に図示
省略の専用工具を係合し、所定トルクにて締結すれば、
雄螺子部材30の顎部35が係止部材45の係止面47
に当接し、雄螺子部材30は係止部材45を介して第2
定着用棒鋼25を矢符H方向に引き寄せ、両分割製品
A,Bを所期の圧接状態で連結することができる。Next, a special tool (not shown) is engaged with the engaging portion 39 of the male screw member 30 and fastened with a predetermined torque.
The jaw 35 of the male screw member 30 is engaged with the locking surface 47 of the locking member 45.
And the male screw member 30 is in contact with the second
The fixing steel bar 25 is pulled in the direction of the arrow H, so that the two divided products A and B can be connected in an expected pressure contact state.
【0037】さらに、係止部材45の雄螺子48に螺入
しておいた保持ナット50を緊締することにより、連結
し一体化したコンクリート製品に外力が加わった時、係
止部材45の雄螺子48や雄螺子部材30に塑性変形が
生じることを抑制することができる。Further, by tightening the holding nut 50 screwed into the male screw 48 of the locking member 45, when an external force is applied to the connected and integrated concrete product, the male screw of the locking member 45 is formed. 48 and the male screw member 30 can be prevented from undergoing plastic deformation.
【0038】締付工程の完了後、雄螺子部材30の貫通
孔38から、雄螺子部材30と係止部材45との隙間、
及び雄螺子部材30と第2定着用棒鋼20の雌螺子部1
6との隙間に無収縮モルタル等の硬化材を充填し、さら
に、凹陥部80内にも前記硬化材を充填する。これによ
り、連結部における各部材の緩みが防止できると共に、
連結部の耐剪断力を向上することができる。After the completion of the tightening step, a gap between the male screw member 30 and the locking member 45 is formed through the through hole 38 of the male screw member 30.
Female screw part 1 of male screw member 30 and second fixing steel bar 20
6 is filled with a hardening material such as non-shrinkable mortar, and the inside of the recess 80 is also filled with the hardening material. Thereby, while being able to prevent loosening of each member in the connecting portion,
The shear resistance of the connecting portion can be improved.
【0039】このように、本発明のコンクリート製品の
連結構造100(110)によれば、相対する定着用棒
鋼の位置の誤差に関わらず容易に連結することができ、
また、雄螺子部材の回動操作のみでコンクリート製品の
連結端面に適正な押圧力を付勢して均一に連結すること
ができ、さらに、連結後のコンクリート製品に対して外
部から力を受けても連結部に緩みが生じることなく、長
期にわたり連結状態を維持することができる。As described above, according to the concrete product connection structure 100 (110) of the present invention, connection can be easily performed irrespective of an error in the position of the opposite fixing steel bars.
In addition, only by turning the male screw member, an appropriate pressing force can be applied to the connection end face of the concrete product to uniformly connect the concrete product. Therefore, the connection state can be maintained for a long time without loosening of the connection portion.
【0040】また、連結前の分割製品の各螺子部に防錆
材を塗布するか、或いは、被覆キャップ等を取り付けて
おけば、保管場所でのストック時や施工現場への搬送時
における各螺子部の腐食・破損等を防止し、連結時にお
ける連結作業を潤滑に進めることができる。Further, if a rust preventive is applied to each screw portion of the divided product before connection, or a covering cap or the like is attached, each screw at the time of stocking at a storage location or transporting to a construction site is provided. Corrosion, breakage, etc. of the part can be prevented, and the connection work at the time of connection can proceed smoothly.
【0041】図8は、本発明を適用して連結したコンク
リート製品の説明図である。図8(a)は、本発明を大
型の暗渠ブロックABに適用した例を示し、暗渠ブロッ
クABは、予め分割して製造した底版ブロックDB1
と、左右側板ブロックDB2,DB2と、頂版ブロック
DB3により構成されている。左右側板ブロックDB
2,DB2の内部には第1定着用棒鋼が埋設され、底版
ブロックDB1と頂版ブロックDB3の内部には第2定
着用棒鋼が埋設され、前述の連結構造100(110)
によって相互連結し一体化されている。尚、図中網かけ
部は,締結作業の完了後に、各凹陥部80内に充填した
硬化材を示している。FIG. 8 is an explanatory view of a concrete product connected by applying the present invention. FIG. 8A shows an example in which the present invention is applied to a large culvert block AB. The culvert block AB is a bottom slab block DB1 that has been previously divided and manufactured.
, Left and right side plate blocks DB2, DB2, and top plate block DB3. Left and right board block DB
2, a first fixing steel bar is buried inside DB2, and a second fixing steel bar is buried inside the bottom block DB1 and the top block DB3.
Interconnected and integrated. The shaded portions in the figure indicate the hardened material filled in each recess 80 after the completion of the fastening operation.
【0042】図8(b)は、本発明を大型の水路ブロッ
クYBに適用した例を示し、水路ブロックYBは、予め
分割して製造したL型ブロックDB4,DB4と、底版
ブロックDB5により構成されている。L型ブロックD
B4,DB4の内部には第1定着用棒鋼が埋設され、底
版ブロックDB5の内部には第2定着用棒鋼が埋設さ
れ、前述の連結構造100(110)によって相互連結
し一体化されている。尚、図中網かけ部は、締結作業の
完了後に、各凹陥部80内に充填した硬化材を示してい
る。FIG. 8B shows an example in which the present invention is applied to a large waterway block YB. The waterway block YB is composed of L-shaped blocks DB4 and DB4, which are manufactured in advance by dividing, and a bottom block DB5. ing. L-shaped block D
A first fixing steel bar is buried inside B4 and DB4, and a second fixing steel bar is buried inside the bottom block DB5, and are interconnected and integrated by the above-mentioned connecting structure 100 (110). The shaded portions in the figure indicate the hardened material filled in each recess 80 after the completion of the fastening operation.
【0043】[0043]
【発明の効果】本発明のコンクリート製品の連結構造
は、以上詳述の如く構成されているので、相対する定着
用棒鋼の位置の誤差に関わらず容易に連結することがで
き、また、雄螺子部材の回動操作のみでコンクリート製
品の連結端面に適正な押圧力を付勢して均一に連結する
ことができ、さらに、連結後のコンクリート製品に対し
て外部から力を受けても連結部に緩みが生じることな
く、長期にわたり連結状態を維持できる等の効果があ
る。Since the concrete product connecting structure of the present invention is constructed as described above in detail, the concrete product can be connected easily regardless of the error of the position of the fixing steel bar. Only by turning the member, the proper pressing force can be applied to the connecting end surface of the concrete product to uniformly connect it, and even if external force is applied to the connected concrete product, it can be connected to the connecting part. There is an effect that the connection state can be maintained for a long time without loosening.
【図1】本発明の概略説明図FIG. 1 is a schematic explanatory view of the present invention.
【図2】本発明の一実施態様の連結構造を示す断面図FIG. 2 is a sectional view showing a connection structure according to an embodiment of the present invention.
【図3】図2に示す連結構造の作用説明図FIG. 3 is a diagram illustrating the operation of the connection structure shown in FIG. 2;
【図4】図2に示す連結構造の分解斜視図FIG. 4 is an exploded perspective view of the connection structure shown in FIG. 2;
【図5】本発明の別の実施態様の連結構造を示す断面図FIG. 5 is a sectional view showing a connection structure according to another embodiment of the present invention.
【図6】図5に示す連結構造の作用説明図FIG. 6 is a diagram illustrating the operation of the connection structure shown in FIG. 5;
【図7】図5に示す連結構造の分解斜視図FIG. 7 is an exploded perspective view of the connection structure shown in FIG. 5;
【図8】本発明を適用して連結したコンクリート製品の
説明図FIG. 8 is an explanatory view of a concrete product connected by applying the present invention.
【図9】従来技術の説明図FIG. 9 is an explanatory diagram of a conventional technique.
【符号の説明】 A−分割製品(一方のコンクリート製品) B−分割製品(他方のコンクリート製品) 10−第1定着用棒鋼 12−異形鉄筋 16−雌螺子部 20−第2定着用棒鋼 22−異形鉄筋 24−雄螺子部 30−雄螺子部材 34−遊挿孔 36−雄螺子部 40−係止部材 50−保持ナット 80−凹陥部 100−連結構造[Explanation of Signs] A-Split product (one concrete product) B-Split product (the other concrete product) 10-First fixing steel bar 12-Deformed bar 16-Female screw part 20-Second fixing steel bar 22- Deformed bar 24-male screw part 30-male screw member 34-free insertion hole 36-male screw part 40-locking member 50-holding nut 80-recess 100-connection structure
Claims (3)
連結し一体化するコンクリート製品の連結構造であっ
て、 一方のコンクリート製品に、その端部に設けた雌螺子部
が連結端面に開口するように埋設した第1定着用棒鋼
と、他方のコンクリート製品に、その端部に設けた雄螺
子部が連結端面及び該連結端面に連続する一側面に開口
する凹陥部内で露出するように埋設した第2定着用棒鋼
と、前記第1定着用棒鋼の雌螺子部に対応する雄螺子部
を有し、前記第2定着用棒鋼の雄螺子部に遊動自在に係
止された雄螺子部材とを備え、 相互の定着用棒鋼を相対するように夫々のコンクリート
製品を組合せ、前記雌螺子部に雄螺子部材を緊締するこ
とによりコンクリート製品を相互連結し一体化した、こ
とを特徴とするコンクリート製品の連結構造。1. A concrete product connection structure for interconnecting and integrating concrete products by a screw structure, wherein the female screw portion provided at one end of the concrete product is embedded in the concrete product so as to open at the connection end surface. A second anchor embedded in the first anchoring steel bar and the other concrete product such that a male screw portion provided at the end thereof is exposed in a connection end face and a concave portion opened on one side surface continuous to the connection end face. And a male screw member having a male screw portion corresponding to the female screw portion of the first fixing steel bar and movably locked to the male screw portion of the second fixing steel bar. A concrete product connecting structure, wherein concrete products are interconnected and integrated by tightening a male screw member to the female screw portion to combine the concrete products so that the fixing steel bars face each other. .
連結し一体化するコンクリート製品の連結構造であっ
て、 一方のコンクリート製品に、その端部に設けた雌螺子部
が連結端面に開口するように埋設した第1定着用棒鋼
と、他方のコンクリート製品に、連結端面及び該連結端
面に連続する一側面に開口する凹陥部を設け、その端部
に設けた雌螺子部が前記凹陥部内に開口するように埋設
した第2定着用棒鋼と、一端に鍔部を有し第2定着用棒
鋼の雌螺子部に螺着した係止部材と、前記第1定着用棒
鋼の雌螺子部に対応する雄螺子部を有し、前記係止部材
に遊動自在に係止された雄螺子部材とを備え、 相互の定着用棒鋼を相対するように夫々のコンクリート
製品を組合せ、前記第1定着用棒鋼の雌螺子部に雄螺子
部材を緊締することによりコンクリート製品を相互連結
し一体化した、ことを特徴とするコンクリート製品の連
結構造。2. A concrete product connecting structure for interconnecting and integrating concrete products by a screw structure, wherein the female screw portion provided at one end of the concrete product is embedded in the concrete product so as to open to the connecting end surface. The first fixing steel bar and the other concrete product are provided with a connecting end face and a concave portion opening on one side surface continuous with the connecting end surface, and a female screw portion provided on the end portion opens into the concave portion. A second fixing steel bar embedded in the first fixing steel bar, a locking member having a flange at one end and screwed to a female screw portion of the second fixing steel bar, and a male screw corresponding to the female screw portion of the first fixing steel bar And a male screw member movably locked to the locking member, wherein the respective concrete products are combined so that the fixing steel bars face each other, and a female screw of the first fixing steel bar is provided. By tightening the male screw member to the part Nkurito product interconnected integrated connection structure of the concrete product, characterized in that.
部材を緊締した後の状態を保持する保持ナットを備え
る、ことを特徴とする請求項1または2記載のコンクリ
ート製品の連結構造。3. The concrete product connection structure according to claim 1, further comprising a holding nut for holding a state after tightening a male screw member on the female screw portion of the first fixing steel bar. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11132077A JP2000320023A (en) | 1999-05-13 | 1999-05-13 | Connection structure of concrete product |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11132077A JP2000320023A (en) | 1999-05-13 | 1999-05-13 | Connection structure of concrete product |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2000320023A true JP2000320023A (en) | 2000-11-21 |
Family
ID=15072982
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11132077A Pending JP2000320023A (en) | 1999-05-13 | 1999-05-13 | Connection structure of concrete product |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2000320023A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101510429B1 (en) | 2014-09-30 | 2015-04-13 | 주식회사 피엘테크코리아 | The water tank with PC steel reinforcement inside the device |
JP2015521698A (en) * | 2012-06-27 | 2015-07-30 | エム3エス ホールディングス ピーティーワイ リミテッドM3S Holdings Pty Ltd | Combination reinforcing coupler and column alignment device |
KR20200053874A (en) * | 2018-11-09 | 2020-05-19 | 서울대학교산학협력단 | Centrifugal casted rectangular PC column with hollow section and manufacturing method thereof |
WO2021157955A1 (en) * | 2020-02-06 | 2021-08-12 | 서울대학교 산학협력단 | Modular vibration-reduction pc slab |
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-
1999
- 1999-05-13 JP JP11132077A patent/JP2000320023A/en active Pending
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2015521698A (en) * | 2012-06-27 | 2015-07-30 | エム3エス ホールディングス ピーティーワイ リミテッドM3S Holdings Pty Ltd | Combination reinforcing coupler and column alignment device |
KR101510429B1 (en) | 2014-09-30 | 2015-04-13 | 주식회사 피엘테크코리아 | The water tank with PC steel reinforcement inside the device |
KR20200053874A (en) * | 2018-11-09 | 2020-05-19 | 서울대학교산학협력단 | Centrifugal casted rectangular PC column with hollow section and manufacturing method thereof |
KR102159092B1 (en) * | 2018-11-09 | 2020-09-23 | 서울대학교산학협력단 | Centrifugal casted rectangular PC column with hollow section and manufacturing method thereof |
WO2021157955A1 (en) * | 2020-02-06 | 2021-08-12 | 서울대학교 산학협력단 | Modular vibration-reduction pc slab |
KR20210100376A (en) * | 2020-02-06 | 2021-08-17 | 서울대학교산학협력단 | Modular PC slab for vibration reduction |
KR102343409B1 (en) * | 2020-02-06 | 2021-12-24 | 서울대학교 산학협력단 | Modular PC slab for vibration reduction |
US12129653B2 (en) | 2020-02-06 | 2024-10-29 | Seoul National University R&Db Foundation | Variable assembly PC member |
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