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JP5460368B2 - Reinforced concrete formwork structure - Google Patents

Reinforced concrete formwork structure Download PDF

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JP5460368B2
JP5460368B2 JP2010030825A JP2010030825A JP5460368B2 JP 5460368 B2 JP5460368 B2 JP 5460368B2 JP 2010030825 A JP2010030825 A JP 2010030825A JP 2010030825 A JP2010030825 A JP 2010030825A JP 5460368 B2 JP5460368 B2 JP 5460368B2
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separator
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existing building
anchor bolt
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太一 白波瀬
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株式会社国元商会
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Description

本発明は、既設建造物を補強する水平梁状や垂直柱状の補強用コンクリート構造物を既設建造物の表面に接して増築するための型枠構造に関するものである。   The present invention relates to a formwork structure for extending a horizontal beam-like or vertical column-like reinforcing concrete structure that reinforces an existing building in contact with the surface of the existing building.

既設建造物を補強する一つの方法として、特許文献1に記載されるように、既設建造物の梁や柱の外側に補強用帯状鉄板を、既設建造物に打ち込んだアンカーボルトに固着する方法などで既設建造物の表面から適当間隔を隔てて配設し、この補強用帯状鉄板を内包するように既設建造物の表面に沿って補強用の梁や柱を増設する補強方法が提案されている。具体的には、特許文献1に記載された型枠構造は、前記補強用帯状鉄板の両側辺にコ形クランプを嵌合固定し、このコ形クランプにセパレーターの内端をネジ結合し、当該セパレーターの外端部に型枠板を支持させるものであった。   As one method for reinforcing an existing building, as described in Patent Document 1, a reinforcing belt-like iron plate is fixed to an anchor bolt driven into an existing building, as described in the patent document 1, etc. A reinforcing method has been proposed in which reinforcing beams and pillars are added along the surface of the existing building so as to be disposed at an appropriate interval from the surface of the existing building and include the reinforcing strip-shaped iron plate. . Specifically, in the formwork structure described in Patent Document 1, a U-shaped clamp is fitted and fixed to both sides of the reinforcing strip-shaped iron plate, and the inner end of the separator is screwed to the U-shaped clamp. The mold plate was supported on the outer end portion of the separator.

特開2008−163697号公報JP 2008-163697 A

前記特許文献1に記載のように、従来の補強用コンクリート型枠構造では、既設建造物の表面と平行な型枠板は、当該既設建造物の外側にアンカーボルトを介して取り付けられる補強用帯状鉄板の両側辺にのみセパレーターを介して連結する構成であるため、増設する補強用コンクリート構造物の幅を広くするために幅広の補強用帯状鉄板を使用したとしても、既設建造物の表面と平行な幅広の型枠板の幅方向の中間位置をセパレーターで前記補強用帯状鉄板に連結支持させることができない。従って、既設建造物の表面と平行な幅広の型枠板の幅方向中間部が打設コンクリート圧によって外側へ膨らみ易く、高強度の型枠を組み立てることができなかった。   As described in Patent Document 1, in the conventional reinforcing concrete formwork structure, the formwork plate parallel to the surface of the existing building is a reinforcing belt-like shape attached to the outside of the existing building via an anchor bolt. Since it is configured to connect to both sides of the steel plate via separators, even if a wide reinforcing steel strip is used to widen the reinforcing concrete structure to be added, it is parallel to the surface of the existing building. An intermediate position in the width direction of a wide formwork plate cannot be connected and supported to the reinforcing strip-shaped iron plate by a separator. Therefore, the intermediate portion in the width direction of the wide formwork plate parallel to the surface of the existing building tends to bulge outward by the cast concrete pressure, and a high-strength formwork cannot be assembled.

本発明は、上記のような従来の問題点を解消することのできる補強用コンクリート型枠構造を提案するものであって、請求項1に記載の本発明に係る補強用コンクリート型枠構造は、後述する実施例との関係を理解し易くするために、当該実施例の説明において使用した参照符号を括弧付きで付して示すと、既設建造物(2)の表面(2a)と平行な板部を有する補強用部材(3,27)がアンカーボルト(6a〜6c)により既設建造物(2)に固着され、この補強用部材(3,27)を内包するコンクリート打設空間を形成する型枠板(4,5)が当該補強用部材(3,27)に連結されている補強用コンクリート型枠構造において、前記アンカーボルト(6a〜6c)は、補強用部材(3,27)の前記板部を貫通してナット止めされ、当該アンカーボルト(6b)の前記板部から突出する先端ネジ軸部(7)にセパレーター連結板(14)をナット止めし、このセパレーター連結板(14)に設けられたネジ孔部(20)に、前記アンカーボルト(6b)と平行な向きのセパレーター(12)の内端ネジ軸部(12a)を螺合連結し、このセパレーター(12)の外端部に、前記型枠板(4,5)の内、既設建造物(2)の表面(2A)と平行な第一型枠板(4)を支持させた構成になっている。   The present invention proposes a reinforcing concrete formwork structure that can solve the conventional problems as described above, and the reinforcing concrete formwork structure according to the present invention according to claim 1 comprises: In order to facilitate understanding of the relationship with the examples described later, when the reference numerals used in the description of the examples are shown in parentheses, a plate parallel to the surface (2a) of the existing building (2) A reinforcing member (3, 27) having a portion is fixed to an existing building (2) by anchor bolts (6a to 6c) and forms a concrete placing space that encloses the reinforcing member (3, 27). In the reinforcing concrete form structure in which the frame plate (4, 5) is connected to the reinforcing member (3, 27), the anchor bolts (6a to 6c) are arranged on the reinforcing member (3, 27). A nut is secured by penetrating the plate portion, and is separated to the tip screw shaft portion (7) protruding from the plate portion of the anchor bolt (6b). The nut connecting plate (14) is fastened with a nut, and the screw hole (20) provided in the separator connecting plate (14) is inserted into the inner end screw shaft of the separator (12) oriented in parallel with the anchor bolt (6b). The first mold parallel to the surface (2A) of the existing building (2) of the mold plate (4, 5) is connected to the outer end of the separator (12). The frame plate (4) is supported.

上記本発明を実施する場合、具体的には請求項2に記載のように、前記セパレーター連結板(14)は、アンカーボルト(6B)の先端ネジ軸部(7)が挿通するアンカーボルト挿通孔(19)を備えた板材(18)に、前記アンカーボルト(6B)の横側方位置で前記セパレーター(12)の内端ネジ軸部(12a)を螺合貫通させる貫通ネジ孔(20)を設けたものとすることができる。   When carrying out the present invention, specifically, as described in claim 2, the separator connecting plate (14) is an anchor bolt insertion hole through which the tip screw shaft portion (7) of the anchor bolt (6B) is inserted. A through screw hole (20) through which the inner end screw shaft portion (12a) of the separator (12) is screwed and penetrated in the lateral side position of the anchor bolt (6B) in the plate material (18) provided with (19). It can be provided.

本発明の構成によれば、増設する補強用コンクリート構造物の幅を広くするために、補強用部材として幅広の帯状鉄板などを使用した場合、既設建造物の表面と平行な幅広の型枠板の幅方向の中間位置をセパレーターで前記補強用部材(帯状鉄板など)に連結支持させることができるので、既設建造物の表面と平行な幅広の型枠板の幅方向中間部が打設コンクリート圧によって外側へ膨らむ恐れがなくなり、高強度の型枠を組み立てることができる。しかも、当該補強用部材(帯状鉄板など)を取り付けるアンカーボルトにセパレーターを連結するものであって、当該補強用部材(帯状鉄板など)に溶接などでセパレーター連結部材を取り付ける場合と比較して、作業が容易で安価に実施することができる。   According to the configuration of the present invention, in order to increase the width of the reinforcing concrete structure to be added, when a wide strip-shaped iron plate or the like is used as the reinforcing member, the wide form plate parallel to the surface of the existing building Since the intermediate position in the width direction can be connected to and supported by the reinforcing member (such as a strip-shaped iron plate) with a separator, the middle portion in the width direction of the wide form plate parallel to the surface of the existing building is This eliminates the risk of bulging outwards, and allows a high-strength formwork to be assembled. Moreover, the separator is connected to an anchor bolt to which the reinforcing member (such as a strip-shaped iron plate) is attached, and compared with the case where the separator connecting member is attached to the reinforcing member (such as a strip-shaped iron plate) by welding. Is easy and inexpensive.

尚、請求項2に記載の構成によれば、1枚の板材に対する孔開け加工とネジ孔加工だけで、アンカーボルトにナット止めできるセパレーター連結板を構成できるので、本発明を一層安価に実施することができる。   In addition, according to the structure of Claim 2, since the separator connection plate which can be nut-fastened to an anchor bolt can be comprised only by the drilling process and screw hole process with respect to one board | plate material, this invention is implemented further cheaply. be able to.

水平梁状の補強用コンクリート構造物を築造する場合の型枠構造を示す縦断側面図である。It is a vertical side view which shows the formwork structure in the case of constructing a horizontal beam-like reinforcement concrete structure. 要部の拡大縦断側面図である。It is an expanded vertical side view of the principal part. 使用するセパレーター連結版の斜視図である。It is a perspective view of the separator connection plate to be used. コ形クランプを使用したセパレーター連結部を示す縦断側面図である。It is a vertical side view which shows the separator connection part which uses a U-shaped clamp. A図は同コ形クランプの斜視図、B図は同コ形クランプと帯状鉄板とを示す横断平面図である。Fig. A is a perspective view of the U-shaped clamp, and Fig. B is a cross-sectional plan view showing the U-shaped clamp and a strip-shaped iron plate. 他の実施例を示す縦断側面図である。It is a vertical side view which shows another Example. 図6に示す実施例で使用されるコ形クランプ本体の縦断側面図である。It is a vertical side view of the U-shaped clamp main body used in the Example shown in FIG. 同コ形クランプ本体の平面図である。It is a top view of the same clamp body. 同コ形クランプ本体の縦断正面図である。It is a vertical front view of the same clamp body. 図6の要部の拡大縦断側面図である。It is an expansion vertical side view of the principal part of FIG.

図1において、1は既設建造物2の表面2aに接して水平梁状の補強用コンクリート構造物を築造する場合の型枠構造体であって、既設建造物2の表面2aと平行に配置された帯状鉄板3、この帯状鉄板3の外側で既設建造物2の表面2aと平行に配置された第一型枠板4、及び帯状鉄板3の下側で既設建造物2の表面2aと直角向きの配置された第二型枠板5によって構成されている。   In FIG. 1, reference numeral 1 denotes a formwork structure in the case of constructing a horizontal beam-shaped reinforcing concrete structure in contact with the surface 2 a of the existing building 2, which is arranged in parallel with the surface 2 a of the existing building 2. The strip-shaped iron plate 3, the first mold plate 4 arranged parallel to the surface 2 a of the existing building 2 on the outside of the strip-shaped iron plate 3, and the surface 2 a of the existing building 2 on the lower side of the strip-shaped iron plate 3 The second mold plate 5 is arranged.

帯状鉄板3は、その幅方向の両側辺近傍位置と略中央位置の3箇所において、アンカーボルト6a〜6cにより既設建造物2に固定されている。各アンカーボルト6a〜6cは、帯状鉄板3の長さ方向に関して適当間隔おきに複数本が配設されており、それぞれ内端部が既設建造物2に埋設固着され、他端部には、帯状鉄板3を貫通するネジ軸部7を備え、全てのアンカーボルト6a〜6cのネジ軸部7には、帯状鉄板3が既設建造物2から離れる方向に移動するのを阻止する2段の押えナット8が螺合締結され、選択された適当な位置にあるアンカーボルト6a〜6cのネジ軸部7には、帯状鉄板3が既設建造物2に接近する方向に移動するのを阻止する2段の受けナット9が螺合締結されている。   The strip-shaped iron plate 3 is fixed to the existing building 2 by anchor bolts 6a to 6c at three positions in the vicinity of both sides in the width direction and a substantially central position. A plurality of anchor bolts 6a to 6c are arranged at appropriate intervals with respect to the length direction of the strip-shaped iron plate 3, each inner end portion is embedded and fixed to the existing building 2, and the other end portion is strip-shaped. A two-stage presser nut that includes a screw shaft portion 7 penetrating the iron plate 3 and prevents the belt-like iron plate 3 from moving in a direction away from the existing building 2 on the screw shaft portions 7 of all anchor bolts 6a to 6c. 8 is screwed and fastened, and the screw shaft portion 7 of the anchor bolts 6a to 6c at an appropriate selected position is provided with a two-stage block that prevents the strip-shaped iron plate 3 from moving in the direction approaching the existing building 2. The receiving nut 9 is screwed and fastened.

第一型枠板4は、帯状鉄板3の幅方向両側辺に配置された第一セパレーター10,11と、帯状鉄板3の幅方向略中央位置に配置された第二セパレーター12によって、帯状鉄板3に連結支持されている。これら第一セパレーター10,11及び第二セパレーター12は、帯状鉄板3の長さ方向に適当間隔おきに複数本が配設されており、第一セパレーター10,11は、帯状鉄板3の両側辺3a,3bに外嵌固定されたコ形クランプ13によって、第一型枠板4に対して直角向きに帯状鉄板3に結合されている。第二セパレーター12は、帯状鉄板3を既設建造物2に取り付けているアンカーボルト6a〜6cの内、当該帯状鉄板3の幅方向略中央位置に位置するアンカーボルト6bに取り付けられたセパレーター連結板14によって、前記第一セパレーター10,11と平行向きに帯状鉄板3に結合されている。第二型枠板5は、帯状鉄板3の側辺3bに連結された第三セパレーター15を介して帯状鉄板3に連結支持されている。   The first mold plate 4 is formed by the first separators 10 and 11 disposed on both sides in the width direction of the strip-shaped iron plate 3 and the second separator 12 disposed at a substantially central position in the width direction of the strip-shaped iron plate 3. It is supported by connection. A plurality of the first separators 10 and 11 and the second separator 12 are arranged at appropriate intervals in the length direction of the strip-shaped iron plate 3, and the first separators 10 and 11 are arranged on both sides 3 a of the strip-shaped iron plate 3. , 3b is coupled to the belt-like iron plate 3 in a direction perpendicular to the first mold plate 4 by a U-shaped clamp 13 which is externally fitted and fixed to the frame 3b. The second separator 12 is a separator connecting plate 14 attached to an anchor bolt 6b located at a substantially central position in the width direction of the belt-like iron plate 3 among the anchor bolts 6a to 6c attaching the belt-like iron plate 3 to the existing building 2. Are coupled to the strip-shaped iron plate 3 in parallel with the first separators 10 and 11. The second mold plate 5 is connected to and supported by the strip-shaped iron plate 3 via a third separator 15 that is coupled to the side 3 b of the strip-shaped iron plate 3.

各型枠板4,5は、各セパレーター10〜12,15の外端部に従来周知の方法により結合されることにより帯状鉄板3に支持されると共に、これら型枠板4,5の外側に配設される押え枠材(図示省略)と共に型枠構造体1を構成するものであり、図示例では、水平梁状の補強用コンクリート構造物を築造する型枠構造体であるから、当該型枠構造体1で形成される内側のコンクリート打設空間は上側が開放されているが、垂直柱状の補強用コンクリート構造物を築造する型枠構造体であるときは、仮想線で示すように、第二型枠板5が帯状鉄板3の側辺3a側にも、第三セパレーター15を介して支持され、周囲全体が閉じたコンクリート打設空間が、既設建造物2と第一型枠板4及び第二型枠板5とで形成される。   Each form plate 4, 5 is supported by the strip-shaped iron plate 3 by being joined to the outer end of each separator 10-12, 15 by a conventionally known method, and on the outside of the form plate 4, 5. The mold frame structure 1 is configured together with the presser frame material (not shown) disposed. In the illustrated example, the mold frame structure is used to build a horizontal beam-like reinforcing concrete structure. The upper side of the inner concrete placement space formed by the frame structure 1 is open, but when it is a formwork structure for constructing a vertical columnar reinforcing concrete structure, as shown by virtual lines, The concrete casting space in which the second mold plate 5 is supported also on the side 3a side of the belt-like iron plate 3 via the third separator 15 and the entire periphery is closed is the existing building 2 and the first mold plate 4. And the second mold plate 5.

尚、第一セパレーター10,11と第三セパレーター15を帯状鉄板3に連結する構成は、先に示した特許文献1に記載のものと同一であり、第一セパレーター10,11は、帯状鉄板3の両側辺3a,3bに嵌合固定されたコ形クランプ13にそれぞれネジ結合により連結され、第三セパレーター15は、第一セパレーター10,11を取り付けるための一対のコ形クランプ13間に、帯状鉄板3の背面側(既設建造物2のある側)で当該帯状鉄板3の幅方向に沿って架設された連結ロッド(両端にネジ軸部を備えたセパレーターを利用)16の一端又は両端に長ナット17a,17bを介して結合されている。   In addition, the structure which connects the 1st separators 10 and 11 and the 3rd separator 15 to the strip | belt-shaped iron plate 3 is the same as the thing of the patent document 1 shown previously, and the 1st separators 10 and 11 are the strip | belt-shaped iron plates 3. The third separator 15 is connected to the U-shaped clamps 13 fitted and fixed to the both sides 3a and 3b by screw coupling, and the third separator 15 is a belt-like shape between the pair of U-shaped clamps 13 for attaching the first separators 10 and 11. It is long at one or both ends of a connecting rod (using a separator having screw shafts at both ends) 16 erected along the width direction of the strip-shaped iron plate 3 on the back side of the iron plate 3 (the side where the existing building 2 is located). It is connected via nuts 17a and 17b.

第二セパレーター12をアンカーボルト6bに取り付けるためのセパレーター連結板14は、図3に示すように、適当厚さの板材18にアンカーボルト挿通孔19とセパレーター連結用の貫通ネジ孔20を設けたものであって、図2に示すように、帯状鉄板3から突出するアンカーボルト6bのネジ軸部7に螺嵌された2つの押えナット8間で、アンカーボルト挿通孔19を利用して当該ネジ軸部7に嵌合させた状態のセパレーター連結板14を挟持固定し、当該アンカーボルト6bから横側方に突出する貫通ネジ孔20に第二セパレーター12の内端ネジ軸部12aを螺合することにより、アンカーボルト6bと平行に第二セパレーター12を帯状鉄板3に結合している。   As shown in FIG. 3, the separator connecting plate 14 for attaching the second separator 12 to the anchor bolt 6b is provided with an anchor bolt insertion hole 19 and a through screw hole 20 for connecting the separator to a plate material 18 having an appropriate thickness. As shown in FIG. 2, between the two presser nuts 8 screwed into the threaded shaft portion 7 of the anchor bolt 6b protruding from the belt-shaped iron plate 3, the threaded shaft is secured using the anchor bolt insertion hole 19. The separator connecting plate 14 fitted in the portion 7 is clamped and fixed, and the inner end screw shaft portion 12a of the second separator 12 is screwed into the through screw hole 20 protruding laterally from the anchor bolt 6b. Thus, the second separator 12 is coupled to the strip-shaped iron plate 3 in parallel with the anchor bolt 6b.

先に述べたように、第一セパレーター10,11と第三セパレーター15を帯状鉄板3に連結する構成は、先に示した特許文献1に記載のものと同一であるが、この構成を簡単に説明すると、使用されるコ形クランプ13は、図4及び図5に示すように、嵌合凹部21を備えたコ形両側板部22a,22bを前記帯状鉄板3の側辺3a,3bに対する嵌合方向と平行な連結板部22cにより連結一体化して成る本体23と、前記連結板部22cに設けられた、当該連結板部22cの長さ方向に並ぶ2つの貫通ネジ孔24a,24bの内、嵌合凹部21側の貫通ネジ孔24aを螺合貫通する締結用ボルト25とから構成されている。そして嵌合凹部21に対して連結板部22cのある側とは反対側において、コ形両側板部22a,22bから内向きに突設した突起部26a,26bにより、当該突起部26a,26bの内側で前記連結ロッド16を支持できるように構成されている。   As described above, the configuration in which the first separators 10 and 11 and the third separator 15 are connected to the strip-shaped iron plate 3 is the same as that described in Patent Document 1 described above, but this configuration can be simplified. Explaining, the U-shaped clamp 13 to be used is configured such that the U-shaped side plates 22a and 22b having the fitting recesses 21 are fitted to the side edges 3a and 3b of the belt-shaped iron plate 3 as shown in FIGS. A main body 23 that is connected and integrated by a connecting plate portion 22c parallel to the coupling direction, and two through screw holes 24a and 24b that are provided in the connecting plate portion 22c and are arranged in the length direction of the connecting plate portion 22c. And a fastening bolt 25 that threadably penetrates the through screw hole 24a on the fitting recess 21 side. Then, on the side opposite to the side where the connecting plate portion 22c is provided with respect to the fitting recess 21, projections 26a and 26b projecting inwardly from the U-shaped side plates 22a and 22b. It is comprised so that the said connecting rod 16 can be supported inside.

而して、上記構成のコ形クランプ13を、その連結板部22cが帯状鉄板3の外側(既設建造物2のある側とは反対側)に位置する向きで帯状鉄板3の両側辺3a,3bに嵌合凹部21において嵌合させると共に締結用ボルト25のねじ込みにより帯状鉄板3の両側辺3a,3bに固定し、第一セパレーター10,11の内端ネジ軸部10a,11aをこれらコ形クランプ13の貫通ネジ孔24bに螺合連結する。そして、第三セパレーター15を取り付ける位置にある一対のコ形クランプ13には、連結ロッド16を両コ形クランプ13の突起部26a,26bの内側で帯状鉄板3の背面に沿わせて挿通させると共に、両コ形クランプ13から突出する両端ネジ軸部16aに長ナット17a,17bを螺合締結して、当該連結ロッド16を両コ形クランプ13間に架設する。第三セパレーター15は、その内端ネジ軸部15aを、コ形クランプ13の外側に隣接している片側の長ナット17b又は両側の長ナット17a,17bの貫通ネジ孔の略半分の空き領域に螺合締結することにより、これら一対のコ形クランプ13と連結ロッド16を介して帯状鉄板3に結合される。尚、第一セパレーター10,11や第三セパレーター15を帯状鉄板3に結合するための構成は、特に限定されるものではない。例えば、図4に仮想線で示すように、連結ロッド16をコ形クランプ13の連結板部22cと帯状鉄板3との間でコ形両側板部22a,22b間に挿通させても良い(この場合、締結用ボルト25は連結ロッド16を帯状鉄板3に押圧する)し、第一セパレーター10,11の内端ネジ軸部10a,11aを締結用ボルト25に代えて貫通ネジ孔24に螺合して、当該第一セパレーター10,11で締結用ボルト25を兼用させても良い。   Thus, the U-shaped clamp 13 having the above-described configuration is arranged such that the connecting plate portion 22c is positioned on the outside of the strip-shaped iron plate 3 (on the side opposite to the side where the existing building 2 is located). 3b is fitted in the fitting recess 21 and fixed to both sides 3a and 3b of the belt-like iron plate 3 by screwing the fastening bolts 25, and the inner end screw shaft portions 10a and 11a of the first separators 10 and 11 are formed in the U-shape. The clamp 13 is screwed into the through screw hole 24b. The pair of U-shaped clamps 13 at the position where the third separator 15 is attached allows the connecting rod 16 to be inserted along the back surface of the strip-shaped iron plate 3 inside the protrusions 26a and 26b of the both U-shaped clamps 13. The long nuts 17 a and 17 b are screwed and fastened to the both-end screw shaft portions 16 a protruding from both the U-shaped clamps 13, and the connecting rod 16 is installed between both the U-shaped clamps 13. The third separator 15 has an inner end screw shaft portion 15a in an empty region that is substantially half of a through screw hole of one side long nut 17b adjacent to the outside of the U-shaped clamp 13 or both side long nuts 17a and 17b. By screwing and fastening, the belt-like iron plate 3 is coupled via the pair of U-shaped clamps 13 and the connecting rod 16. In addition, the structure for couple | bonding the 1st separators 10 and 11 and the 3rd separator 15 with the strip | belt-shaped iron plate 3 is not specifically limited. For example, as indicated by phantom lines in FIG. 4, the connecting rod 16 may be inserted between the U-shaped side plate portions 22a and 22b between the connecting plate portion 22c of the U-shaped clamp 13 and the strip-shaped iron plate 3 (this In this case, the fastening bolt 25 presses the connecting rod 16 against the belt-like iron plate 3), and the inner end screw shaft portions 10 a, 11 a of the first separators 10, 11 are screwed into the through screw holes 24 instead of the fastening bolts 25. The first separators 10 and 11 may also serve as the fastening bolts 25.

図6は、帯状鉄板3に代えてH形鋼27を補強用部材として使用した実施例を示している。このH形鋼27は、両側フランジ部28,29間の中央板部30が既設建造物2の表面2aと平行になる向きに配置され、帯状鉄板3と同様に、中央板部30の幅方向の両側辺近傍位置と幅方向の略中央位置の3箇所でアンカーボルト6a〜6cにより既設建造物2に固着されている。そして第一セパレーター10,11は、H形鋼27の両側フランジ部28,29の両側辺28a,28b及び29a,29bの内、既設建造物2に近い側の側辺28a,29aに外嵌固定された第一コ形クランプ31によって、両側フランジ部28,29と平行で且つ第一型枠板4に対して直角向きにH形鋼27に結合されている。第二セパレーター12は、アンカーボルト6a〜6cの内、H形鋼27の両フランジ部28,29間の幅方向の略中央位置に位置するアンカーボルト6bに取り付けられたセパレーター連結板14によって、前記第一セパレーター10,11と平行向きにH形鋼27に結合されている。   FIG. 6 shows an embodiment in which an H-shaped steel 27 is used as a reinforcing member in place of the belt-shaped iron plate 3. The H-shaped steel 27 is arranged such that the central plate portion 30 between both side flange portions 28 and 29 is parallel to the surface 2 a of the existing building 2, and the width direction of the central plate portion 30 is the same as the strip-shaped iron plate 3. Are fixed to the existing building 2 by anchor bolts 6a to 6c at three positions in the vicinity of both sides and the substantially central position in the width direction. The first separators 10 and 11 are externally fixed to the side sides 28a and 29a on the side close to the existing building 2 among the side sides 28a and 28b and 29a and 29b of the side flange portions 28 and 29 of the H-shaped steel 27. The first U-shaped clamp 31 is coupled to the H-shaped steel 27 in parallel to the side flange portions 28 and 29 and at a right angle to the first mold plate 4. The second separator 12 is formed by the separator connecting plate 14 attached to the anchor bolt 6b located at a substantially central position in the width direction between the flange portions 28 and 29 of the H-shaped steel 27 among the anchor bolts 6a to 6c. The first separators 10 and 11 are coupled to the H-section steel 27 in a parallel direction.

第二型枠板5を支持する第三セパレーター15は、H形鋼27の両側フランジ部28,29の内、第二型枠板5に近い側のフランジ部29の両側辺29a,29bに嵌合固定された第二コ形クランプ32を介して、H形鋼27に連結支持されている。尚、図6では、H形鋼27のフランジ部29側の第一セパレーター11を当該フランジ部29の側辺29aに結合する第一コ形クランプ31は、手前の第三セパレーター15をフランジ部29の側辺29aに結合する第二コ形クランプ32によって隠されており、仮想線で示す第三セパレーター15をH形鋼27のフランジ部28の側辺28aに結合する第二コ形クランプ32は、手前の第一セパレーター10をH形鋼27のフランジ部28の側辺28aに結合する第一コ形クランプ31によって隠されている。   The third separator 15 that supports the second mold plate 5 is fitted to both sides 29a and 29b of the flange portion 29 on the side close to the second mold plate 5 out of the both side flange portions 28 and 29 of the H-shaped steel 27. It is connected and supported to the H-shaped steel 27 via a second fixed U-shaped clamp 32. In FIG. 6, the first U-shaped clamp 31 that couples the first separator 11 on the flange portion 29 side of the H-shaped steel 27 to the side 29 a of the flange portion 29 includes the front third separator 15 on the flange portion 29. The second U-shaped clamp 32 that is concealed by the second U-shaped clamp 32 that is coupled to the side side 29a of the H-shaped steel 27 is hidden by the second U-shaped clamp 32 that is coupled to the side side 28a of the flange portion 28 of the H-shaped steel 27. The first separator 10 in front is hidden by a first U-shaped clamp 31 that couples the side 28 a of the flange portion 28 of the H-shaped steel 27.

第一セパレーター10,11をH形鋼27に結合する第一コ形クランプ31と、第二セパレーター15をH形鋼27に結合する第二コ形クランプ32は同一構造のものであって、以下、その構造を図7〜図10に基づいて説明すると、各クランプ31,32は、嵌合凹部33を備えたコ形両側板部34a34bを前記H形鋼27のフランジ部28,29の側辺28a〜29bに対する嵌合方向と平行な連結板部34cにより連結一体化して成る本体35と、前記連結板部34cに設けられた、当該連結板部34cの長さ方向に並ぶ2つの貫通ネジ孔36a,36bの内、嵌合凹部33側の貫通ネジ孔36aを螺合貫通する締結用ボルト37とから構成されている。そしてコ形両側板部34a,34bと連結板部34cとで囲まれた空間内の嵌合凹部33側の端部に固定された六角ナット38によって、第一セパレーター10,11の内端ネジ軸部10a,11aが螺合するネジ孔部39が構成され、連結板部34cの長さ方向に並ぶ2つの貫通ネジ孔36a,36bの内、嵌合凹部33から離れた側の貫通ネジ孔36bによって、第三セパレーター15の内端ネジ軸部15aが螺合するネジ孔部が構成されている。   The first U-shaped clamp 31 that couples the first separators 10 and 11 to the H-shaped steel 27 and the second U-shaped clamp 32 that couples the second separator 15 to the H-shaped steel 27 have the same structure. The structure of the clamps 31 and 32 will be described with reference to FIGS. 7 to 10. Each of the clamps 31 and 32 is provided with a U-shaped side plate portion 34 a 34 b having a fitting recess 33 on the side of the flange portions 28 and 29 of the H-shaped steel 27. A main body 35 integrally connected by a connecting plate portion 34c parallel to the fitting direction with respect to 28a to 29b, and two through screw holes arranged in the connecting plate portion 34c in the length direction of the connecting plate portion 34c. Among the bolts 36a and 36b, a fastening bolt 37 that threadably penetrates the through screw hole 36a on the fitting recess 33 side is formed. The inner end screw shafts of the first separators 10 and 11 are fixed by hexagon nuts 38 fixed to the end portion on the fitting recess 33 side in the space surrounded by the U-shaped both side plate portions 34a and 34b and the connecting plate portion 34c. A screw hole portion 39 is formed in which the portions 10a and 11a are screwed together. Of the two through screw holes 36a and 36b arranged in the length direction of the connecting plate portion 34c, the through screw hole 36b on the side away from the fitting recess 33 Thus, a screw hole portion into which the inner end screw shaft portion 15a of the third separator 15 is screwed is configured.

尚、六角ナット38は溶接により固着しても良いが、この実施例では、コ形両側板部34a,34bに形成された係合孔40a,40bに六角ナット38の対称位置にある角部を嵌合させると共に、当該六角ナット38の一側辺を連結板部34cの内側面に当接させることにより、当該六角ナット38を自転不能な状態で本体35の定位置に固定している。又、図7及び図9に仮想線で示すように、上記構成のコ形クランプのコ形両側板部34a34bに、先の実施例におけるコ形クランプ13の突出部26a,26bを形成しておくことにより、この第二実施例のコ形クランプ31,32を先の実施例におけるコ形クランプ13としても使用することができる。   Although the hexagon nut 38 may be fixed by welding, in this embodiment, the corners at the symmetrical position of the hexagon nut 38 are formed in the engagement holes 40a and 40b formed in the U-shaped side plates 34a and 34b. The hexagon nut 38 is fixed at a fixed position of the main body 35 in a state in which the hexagon nut 38 cannot rotate by bringing the hexagon nut 38 into contact with the inner surface of the connecting plate portion 34c. Further, as indicated by phantom lines in FIGS. 7 and 9, the protruding portions 26a, 26b of the U-shaped clamp 13 in the previous embodiment are formed on the U-shaped side plates 34a34b of the U-shaped clamp having the above-described configuration. Thus, the U-shaped clamps 31 and 32 of the second embodiment can also be used as the U-shaped clamp 13 of the previous embodiment.

上記構成のコ形クランプを第一コ形クランプ31として使用するときは、図10に示すように、コ形両側板部34a,34bの嵌合凹部33をH形鋼27のフランジ部28,29の側辺28a,29aに外嵌させて締結用ボルト37をねじ込み、フランジ部28,29の側辺28a,29aの長さ方向任意の位置に固定する。そして第一セパレーター10,11の内端ネジ軸部10a,11aを前記六角ナット38で構成されたネジ孔部39に螺合させれば良い。又、上記構成のコ形クランプを第二コ形クランプ32として使用するときは、同様に、コ形両側板部34a,34bの嵌合凹部33をH形鋼27のフランジ部28,29の両側辺28a〜29bに外嵌させて締結用ボルト37をねじ込み、フランジ部28,29の両側辺28a〜29bの長さ方向任意の位置に固定する。そして第三セパレーター15の内端ネジ軸部15aを貫通ネジ孔36bに螺合すれば良い。   When the U-shaped clamp having the above configuration is used as the first U-shaped clamp 31, the fitting recesses 33 of the U-shaped side plates 34 a and 34 b are formed in the flanges 28 and 29 of the H-shaped steel 27 as shown in FIG. The fastening bolts 37 are screwed by being externally fitted to the side sides 28a and 29a, and fixed to arbitrary positions in the length direction of the side sides 28a and 29a of the flange portions 28 and 29. Then, the inner end screw shaft portions 10 a and 11 a of the first separators 10 and 11 may be screwed into the screw hole portions 39 formed of the hexagon nut 38. When the U-shaped clamp having the above configuration is used as the second U-shaped clamp 32, similarly, the fitting recesses 33 of the U-shaped side plates 34a, 34b are arranged on both sides of the flanges 28, 29 of the H-shaped steel 27. The fastening bolts 37 are screwed by being externally fitted to the sides 28 a to 29 b, and are fixed at arbitrary positions in the length direction of the side sides 28 a to 29 b of the flange portions 28 and 29. Then, the inner end screw shaft portion 15a of the third separator 15 may be screwed into the through screw hole 36b.

以上のようにして組み立てられた図1に示す型枠構造体1、又は図6に示す型枠構造体1は、型枠板4,5で形成されたコンクリート打設空間内に帯状鉄板3又はH形鋼27が補強部材として配置されており、当該補強部材は、既設建造物2にアンカーボルト6a〜6cを介して固着されているので、必要に応じて帯状鉄板3又はH形鋼27の周囲に鉄筋を配設した上で、各型枠板4,5で形成されたコンクリート打設空間内にコンクリートを打設し、帯状鉄板3又はH形鋼27を内蔵した水平梁状や垂直柱状の補強用コンクリート構造物を、既設建造物2の表面2aに接して築造することができる。   The formwork structure 1 shown in FIG. 1 assembled as described above, or the formwork structure 1 shown in FIG. 6, has a strip-shaped iron plate 3 or a steel plate 3 in the concrete placement space formed by the formwork plates 4 and 5. The H-shaped steel 27 is disposed as a reinforcing member, and the reinforcing member is fixed to the existing building 2 via the anchor bolts 6a to 6c. After arranging reinforcing bars around, concrete is placed in the concrete placement space formed by each form plate 4, 5, horizontal beam shape or vertical columnar shape incorporating the belt-like iron plate 3 or H-shaped steel 27 The reinforcing concrete structure can be constructed in contact with the surface 2 a of the existing building 2.

本発明の補強用コンクリート型枠構造は、既設建造物の表面に接して水平梁状又は垂直柱状の補強用コンクリート構造物を築造する手段として活用できる。   The reinforcing concrete form structure of the present invention can be used as means for constructing a reinforcing concrete structure in the form of a horizontal beam or a vertical column in contact with the surface of an existing building.

1 型枠構造体
2 既設建造物
3 帯状鉄板
4 第一型枠板
5 第二型枠板
6a〜6c アンカーボルト
7 アンカーボルトのネジ軸部
8 押えナット
9 受けナット
10,11 第一セパレーター
10a,11a 第一セパレーターの内端ネジ軸部
12 第二セパレーター
12a 第二セパレーターの内端ネジ軸部
13 コ形クランプ
14 セパレーター連結板
15 第三セパレーター
15a 第三セパレーターの内端ネジ軸部
16 連結ロッド
17a,17b 長ナット
18 板材
19 アンカーボルト挿通孔
20 貫通ネジ孔
21,33 嵌合凹部
22a,22b,34a,34b コ形両側板部
22c,34c 連結板部
23,35 本体
24a,24b,36a,36b 貫通ネジ孔
25,37 締結用ボルト
26a,26b 突起部
27 H形鋼
28,29 H形鋼のフランジ部
30 H形鋼の中央板部
31 第一コ形クランプ
32 第二コ形クランプ
38 六角ナット
39 ネジ孔部
40a,40b 係合孔
DESCRIPTION OF SYMBOLS 1 Mold frame structure 2 Existing building 3 Band-shaped iron plate 4 1st mold frame plate 5 2nd mold frame plates 6a-6c Anchor bolt 7 Screw shaft part of anchor bolt 8 Presser nut 9 Receiving nut 10,11 First separator 10a, 11a Inner end screw shaft portion of the first separator 12 Second separator 12a Inner end screw shaft portion of the second separator 13 U-shaped clamp 14 Separator connecting plate 15 Third separator 15a Inner end screw shaft portion of the third separator 16 Connecting rod 17a , 17b Long nut 18 Plate material 19 Anchor bolt insertion hole 20 Through screw hole 21, 33 Fitting recess 22a, 22b, 34a, 34b U-shaped side plate 22c, 34c Connection plate 23, 35 Main body 24a, 24b, 36a, 36b Through screw hole 25, 37 Fastening bolt 26a, 26b Protruding part 27 H-section steel 28 29 H-section steel of the flange portion 30 of the H-shaped steel center plate portion 31 first arcuate clamp 32 second arcuate clamp 38 hexagonal nut 39 threaded holes 40a, 40b engaging hole

Claims (2)

既設建造物の表面と平行な板部を有する補強用部材がアンカーボルトにより既設建造物に固着され、この補強用部材を内包するコンクリート打設空間を形成する型枠板が当該補強用部材に連結されている補強用コンクリート型枠構造において、前記アンカーボルトは、補強用部材の前記板部を貫通してナット止めされ、当該アンカーボルトの前記板部から突出する先端ネジ軸部にセパレーター連結板をナット止めし、このセパレーター連結板に設けられたネジ孔部に、前記アンカーボルトと平行な向きのセパレーターの内端ネジ軸部を螺合連結し、このセパレーターの外端部に、前記型枠板の内、既設建造物の表面と平行な第一型枠板を支持させて成る、補強用コンクリート型枠構造。   A reinforcing member having a plate portion parallel to the surface of the existing building is fixed to the existing building by anchor bolts, and a form plate that forms a concrete placement space containing the reinforcing member is connected to the reinforcing member. In the reinforcing concrete formwork structure, the anchor bolt is nut-fastened through the plate portion of the reinforcing member, and a separator connecting plate is attached to the tip screw shaft portion protruding from the plate portion of the anchor bolt. A nut is fixed, and an inner end screw shaft portion of the separator in a direction parallel to the anchor bolt is screwed into a screw hole portion provided in the separator connecting plate, and the form plate is connected to an outer end portion of the separator. Among them, a reinforcing concrete formwork structure that supports a first formwork plate parallel to the surface of an existing building. 前記セパレーター連結板は、アンカーボルトの先端ネジ軸部が挿通するアンカーボルト挿通孔を備えた板材に、前記アンカーボルトの横側方位置で前記セパレーターの内端ネジ軸部を螺合貫通させる貫通ネジ孔を設けて成る、請求項1に記載の補強用コンクリート型枠構造。   The separator connecting plate is a through screw that screw-penetrates the inner end screw shaft portion of the separator at a lateral side position of the anchor bolt into a plate member provided with an anchor bolt insertion hole through which the tip screw shaft portion of the anchor bolt is inserted. The reinforcing concrete form structure according to claim 1, wherein holes are provided.
JP2010030825A 2010-02-16 2010-02-16 Reinforced concrete formwork structure Active JP5460368B2 (en)

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JP2010030825A JP5460368B2 (en) 2010-02-16 2010-02-16 Reinforced concrete formwork structure

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