JP2017227028A - Fastening-fixing structure of reinforcement - Google Patents

Fastening-fixing structure of reinforcement Download PDF

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JP2017227028A
JP2017227028A JP2016123462A JP2016123462A JP2017227028A JP 2017227028 A JP2017227028 A JP 2017227028A JP 2016123462 A JP2016123462 A JP 2016123462A JP 2016123462 A JP2016123462 A JP 2016123462A JP 2017227028 A JP2017227028 A JP 2017227028A
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clamper
column
reinforcement
fixing structure
reinforcing bar
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洪慶堂
Ching Tang Hung
洪永再
Yong Again Hung
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Abstract

PROBLEM TO BE SOLVED: To provide a fastening-fixing structure of a reinforcement for fastening and fixing by winding around a place of crossing a column reinforcement in the longitudinal direction and a hoop in the lateral direction.SOLUTION: A fastening-fixing structure of a reinforcement comprises a clamper 1, a sandwiching piece 2 and two threadably attaching members 3. The clamper 1 presents a horseshoe shape, and comprises mutually corresponding two rods 11 and 12. The two rods 11 and 12 respectively comprise screw parts 13 and 14. The sandwiching piece 2 comprises two through-holes 21 and 22. The rods 11 and 12 are respectively inserted into the through-holes 21 and 22. The threadably attaching members 3 are threadably attached to the screw parts 13 and 14 of the rods 11 and 12, and the clamper 1 and the sandwiching piece 2 are wound around a place of longitudinally-laterally crossing a column reinforcement 4 and a hoop 5, and the place of longitudinally-laterally crossing the column reinforcement 4 and the hoop 5 is firmly fixed. A part of the place of longitudinally-laterally crossing the column reinforcement 4 and the hoop 5 is bound by the clamper 1, the sandwiching piece 2 and the threadably attaching members 3.SELECTED DRAWING: Figure 1

Description

本発明は、鉄筋の締付け固定構造に関し、特に、縦方向の柱筋と横方向の帯筋とが交差する箇所に回し掛けして締付け固定する、鉄筋の締付け固定構造に関する。   The present invention relates to a reinforcing and fixing structure for reinforcing bars, and more particularly, to a reinforcing and fixing structure for reinforcing bars that is fastened by being fastened to a place where longitudinal column bars and transverse band bars intersect.

建物の耐震性は、耐震性基礎を選択して使用する以外に、梁柱を支える強度も重要な条件であった。建物の梁柱は、一般に複数の鉄筋籠を設置してからコンクリートを打設して支持作用を得ていた。そのため、梁柱の強度は、鉄筋籠に使用する柱筋、帯筋の寸法、帯筋の結束方式、柱筋又は帯筋のピッチの大きさなどと関係する。   In addition to selecting and using seismic foundations, the strength to support beam columns was also an important condition for the earthquake resistance of buildings. In general, the beam column of a building has been provided with a supporting action by placing concrete after placing a plurality of reinforcing bars. For this reason, the strength of the beam column is related to the column reinforcement used for the reinforcing bar rod, the size of the reinforcement, the binding method of the reinforcement, the size of the pitch of the reinforcement or the reinforcement.

地震が放出するエネルギーは非常に大きく、壊滅的な破壊を発生させることがあるため、地震帯上に位置する国では建物の耐震強度を規定し、地震により生命及び財産が失われることを防いでいる。   Because the energy released by earthquakes is very large and can cause catastrophic destruction, countries located on the seismic zone provide for the seismic strength of buildings to prevent the loss of life and property due to earthquakes. Yes.

従来の梁柱は、鉄筋籠を設置してからコンクリートを打設して形成していた。鉄筋籠には、多数の柱筋が設置され、柱筋の外側には、複数の帯筋が間隔をおいて設置され、柱筋と帯筋とが交差する箇所は結束線により固定され、地震が起きたときに柱筋が径方向で変位することを帯筋及び結束線により防いでいた。   Conventional beam columns have been formed by placing concrete after placing rebar. A large number of column reinforcements are installed on the reinforcing bar, and a plurality of strips are installed outside the column reinforcement at intervals. The crossing points of the column reinforcements and straps are fixed by cable ties. The stirrups and the binding wires prevented the column bars from displacing in the radial direction when sag occurred.

一般に柱筋と帯筋とが交差する箇所を結束線により固定する際、柱筋と帯筋とが交差する箇所を結束線で直接結束してから、その結束線の両端をハッカーなどの工具で縛って柱筋と帯筋とが交差する箇所を固定する。
しかしこのような方式は、結束線の直径寸法の選択が強度を決定する条件の一つであるため、大きめの剛性を得るために直径が大きめの結束線を選択して使用する場合、作業を行う者が工具で結束線の両端を縛って柱筋と帯筋とが交差する箇所を固定することは容易でなかった。また直径寸法が小さめの結束線を選択して使用する場合、工具を利用して結束線の両端を容易に縛り、柱筋と帯筋とが交差する箇所を結束することはできたが、その強度はあまり高くなく、耐震効果も好ましくなかった。
In general, when fixing the location where the column and band bars intersect with the binding line, bind the portion where the column and band bars intersect directly with the binding line, and then use a tool such as a hacker to connect both ends of the binding line. Tie up and fix the point where the column and tie line intersect.
However, in such a method, selection of the diameter of the binding wire is one of the conditions for determining the strength. Therefore, in order to obtain a large rigidity, when selecting and using a binding wire having a large diameter, work is required. It was not easy for the performer to fix the points where the column bars and the strips intersect by binding the ends of the binding line with a tool. In addition, when selecting and using a binding wire with a smaller diameter, it was possible to easily tie the ends of the binding wire using a tool and bind the crossing point between the column and the band. The strength was not so high and the seismic effect was not favorable.

そのため、本発明者は結束線により柱筋と帯筋とが交差する箇所を結束する際に生じていた従来技術の問題点を改善する、本発明の鉄筋の締付け固定構造を開発した。   Therefore, the present inventor has developed a reinforcing bar fastening and fixing structure of the present invention that improves the problems of the prior art that have occurred when binding the places where the column bars and the band bars intersect with the binding line.

本発明の目的は、挟持片へクランパを挿設してからクランパの両端に螺着部材を螺着し、柱筋と帯筋とが縦横に交差した箇所を結束して強固に固定することができる上、施工の時間及び手間を減らすこともできる鉄筋の締付け固定構造を提供することにある。   It is an object of the present invention to insert a clamper into a clamping piece and then screw a screwing member into both ends of the clamper to bind and firmly fix the places where the column and strips cross vertically and horizontally. It is another object of the present invention to provide a reinforcing bar fastening and fixing structure that can reduce construction time and labor.

上記課題を解決するために、本発明の第1の形態によれば、クランパ、挟持片及び2つの螺着部材を備えた鉄筋の締付け固定構造であって、前記クランパは、馬蹄形状を呈するとともに、互いに対応した2つのロッドを有し、前記2つのロッドはそれぞれねじ部を有し、前記挟持片は、2つの貫通孔を有し、前記貫通孔には、前記ロッドがそれぞれ挿設され、前記螺着部材は、前記ロッドの前記ねじ部に螺着され、柱筋と帯筋とが縦横で交差する箇所に前記クランパ及び前記挟持片が回し掛けられ、前記柱筋と前記帯筋とが縦横で交差した箇所が強固に固定されることを特徴とする鉄筋の締付け固定構造が提供される。   In order to solve the above-described problem, according to the first aspect of the present invention, there is provided a reinforcing bar fastening and fixing structure including a clamper, a clamping piece, and two screwing members, and the clamper has a horseshoe shape. Two rods corresponding to each other, each of the two rods has a threaded portion, each of the clamping pieces has two through holes, and each of the rods is inserted into the through hole, The screw member is screwed to the threaded portion of the rod, and the clamper and the clamping piece are turned around at a position where the column and the strip are crossed vertically and horizontally. There is provided a reinforcing bar tightening and fixing structure characterized in that a portion intersecting vertically and horizontally is firmly fixed.

前記柱筋と前記帯筋とが縦横に交差した箇所の一部は、前記クランパ、前記挟持片及び前記螺着部材により結束されることが好ましい。   It is preferable that a part of a portion where the column bars and the band bars intersect vertically and horizontally is bound by the clamper, the clamping piece, and the screwing member.

前記柱筋と前記帯筋とが縦横に交差した箇所の一部は、前記クランパ、前記挟持片及び前記螺着部材により結束され、前記柱筋と前記帯筋とが縦横に交差した箇所の残部は、結束線により結束されることが好ましい。   A part of the portion where the column bars and the band bars intersect vertically and horizontally is bound by the clamper, the clamping piece, and the screwing member, and the remaining part of the portion where the column bars and the band bars intersect vertically and horizontally Are preferably bound by a binding wire.

本発明の鉄筋の締付け固定構造は、柱筋と帯筋とが縦横に交差した箇所をクランパ及び挟持片により結束し、螺着部材の螺着により柱筋と帯筋とが強固に結束されるため、力を受けても分離することがなく、それにより形成した梁柱の構造強度を高めて建物の耐震強度を向上させることができ、柱筋と帯筋とが縦横に交差した箇所にクランパ、挟持片及び螺着部材を取り付けて固定する方式は簡便であるため施工の時間及び手間を減らすことができる。   In the reinforcing and fixing structure for reinforcing bars according to the present invention, the portions where the column bars and the band bars intersect vertically and horizontally are bundled by the clamper and the clamping piece, and the column bars and the band bars are firmly bound by the screwing of the screw members. Therefore, even if it receives force, it is not separated, and the structural strength of the beam column formed thereby can be improved and the seismic strength of the building can be improved. Since the method of attaching and fixing the clamping pieces and the screwing members is simple, the construction time and labor can be reduced.

本発明の一実施形態に係る鉄筋の締付け固定構造を示す分解斜視図である。It is a disassembled perspective view which shows the fastening fixing structure of the reinforcing bar concerning one Embodiment of this invention. 本発明の一実施形態に係る鉄筋の締付け固定構造により柱筋と帯筋とが縦横で交差した箇所を結束した状態を示す斜視図である。It is a perspective view which shows the state which bound the location where the column reinforcement and the band reinforcement crossed vertically and horizontally by the reinforcement fastening structure of the reinforcing bar which concerns on one Embodiment of this invention. 本発明の一実施形態に係る鉄筋の締付け固定構造により柱筋と帯筋とが縦横で交差した箇所を結束した状態を示す正面拡大図である。It is a front enlarged view which shows the state which bound the location where the column reinforcement and the band reinforcement crossed vertically and horizontally by the reinforcement fastening structure of the reinforcing bar which concerns on one Embodiment of this invention. 本発明の一実施形態に係る鉄筋の締付け固定構造により柱筋と帯筋とが縦横で交差した箇所を結束した状態を示す平面図である。It is a top view which shows the state which united the location where the column reinforcement and the band reinforcement crossed vertically and horizontally by the reinforcement fastening structure of the reinforcing bar which concerns on one Embodiment of this invention. 本発明の一実施形態に係る鉄筋の締付け固定構造により鉄筋籠の一部の柱筋と帯筋とが縦横で交差した箇所を結束した状態を示す斜視図である。It is a perspective view which shows the state which bound the location where a part of column reinforcement and the band reinforcement of the reinforcing bar rod crossed in length and breadth by the reinforcement fixing structure of the reinforcing bar concerning one embodiment of the present invention. 本発明の他の実施形態に係る鉄筋の締付け固定構造により鉄筋籠の一部の柱筋と帯筋とが縦横で交差した箇所を結束した状態を示す斜視図である。It is a perspective view which shows the state which bound the location where a part of column reinforcement of a reinforcing bar rod and a band crossed in length and breadth by the reinforcement fixing structure of the reinforcing bar concerning other embodiments of the present invention.

以下、本発明の実施形態について図に基づいて説明する。なお、これによって本発明が限定されるものではない。   Hereinafter, embodiments of the present invention will be described with reference to the drawings. Note that the present invention is not limited thereby.

図1及び図2を参照する。図1は、本発明の一実施形態に係る鉄筋の締付け固定構造を示す分解斜視図である。図2は、本発明の一実施形態に係る鉄筋の締付け固定構造により柱筋と帯筋とが縦横で交差した箇所を結束した状態を示す斜視図である。   Please refer to FIG. 1 and FIG. FIG. 1 is an exploded perspective view showing a reinforcing bar fastening and fixing structure according to an embodiment of the present invention. FIG. 2 is a perspective view showing a state in which the portions where the column bars and the band bars intersect in the vertical and horizontal directions are bundled by the reinforcing and fixing structure according to the embodiment of the present invention.

図1及び図2に示すように、本発明の一実施形態に係る鉄筋の締付け固定構造は、少なくともクランパ1、挟持片2及び2つの螺着部材3から構成されてなる。   As shown in FIGS. 1 and 2, the reinforcing bar fastening and fixing structure according to an embodiment of the present invention includes at least a clamper 1, a clamping piece 2, and two screwing members 3.

クランパ1は、馬蹄形状を呈するとともに、互いに対応した2つのロッド11,12を有する。ロッド11はねじ部13を有し、ロッド12はねじ部14を有する。   The clamper 1 has a horseshoe shape and has two rods 11 and 12 corresponding to each other. The rod 11 has a threaded portion 13, and the rod 12 has a threaded portion 14.

挟持片2は、2つの貫通孔21を有するプレート体である。貫通孔21,22には、クランパ1の2つのロッド11,12がそれぞれ挿設される。   The sandwiching piece 2 is a plate body having two through holes 21. Two rods 11 and 12 of the clamper 1 are inserted into the through holes 21 and 22, respectively.

螺着部材3は、リング状を呈し、ロッド11,12上のねじ部13,14が螺着される雌ねじ31が孔径内壁に形成される。   The screw member 3 has a ring shape, and a female screw 31 into which the screw portions 13 and 14 on the rods 11 and 12 are screwed is formed on the inner wall of the hole diameter.

図2〜図4を参照する。図2〜図4に示すように、実際に施工する際、複数本の柱筋4を囲むように複数の帯筋5が配置されて鉄筋籠Aを形成する。続いて、柱筋4と帯筋5とが交差する箇所にクランパ1を回し掛け、挟持片2の2つの貫通孔21,22にクランパ1の2つのロッド11,12を嵌入し、最終的に2つの螺着部材3の雌ねじ31に、ロッド11,12のねじ部13,14を螺着し、柱筋4と帯筋5とが縦横に交差する箇所にクランパ1及び挟持片2を回し掛け、柱筋4と帯筋5とが縦横に交差した箇所を強固に固定する。   Please refer to FIG. As shown in FIGS. 2 to 4, when actually constructing, a plurality of strips 5 are arranged so as to surround a plurality of column bars 4 to form a reinforcing bar A. Subsequently, the clamper 1 is turned around the place where the column reinforcement 4 and the band reinforcement 5 intersect, and the two rods 11 and 12 of the clamper 1 are inserted into the two through holes 21 and 22 of the sandwiching piece 2. The threaded portions 13 and 14 of the rods 11 and 12 are screwed onto the female screws 31 of the two screwing members 3, and the clamper 1 and the clamping piece 2 are turned around at a position where the column reinforcement 4 and the band reinforcement 5 intersect vertically and horizontally. The portion where the column reinforcement 4 and the belt reinforcement 5 intersect vertically and horizontally is firmly fixed.

図2に示すように、鉄筋籠Aの各組の柱筋4と帯筋5との縦横に交差した箇所は、クランパ1、挟持片2及び螺着部材3により固定され、柱筋4と帯筋5との縦横に交差した箇所が分離することを防ぐ。   As shown in FIG. 2, the portions of the reinforcing bar rod A that intersect each other in the vertical and horizontal directions are fixed by the clamper 1, the clamping piece 2, and the screwing member 3. It prevents that the part which crossed the streak 5 vertically and horizontally is separated.

図5を参照する。図5は、本発明の一実施形態に係る鉄筋の締付け固定構造により鉄筋籠の一部の柱筋と帯筋とが縦横で交差した箇所を結束した状態を示す斜視図である。
図5に示すように、本発明の一実施形態に係る鉄筋の締付け固定構造を鉄筋籠Aに利用する際、鉄筋籠Aの最上方及び最下方の帯筋5と柱筋4とが交差した箇所に、クランパ1、挟持片2及び螺着部材3により構成された締付け固定構造を取付けて固定し、他の位置の帯筋5を結束線6により結束して固定する。
Please refer to FIG. FIG. 5 is a perspective view showing a state in which a part of a reinforcing bar rod and a vertical bar cross each other in a vertical and horizontal direction by a reinforcing bar fastening and fixing structure according to an embodiment of the present invention.
As shown in FIG. 5, when using the reinforcing bar fastening and fixing structure according to one embodiment of the present invention for the reinforcing bar rod A, the uppermost and lowermost band bars 5 of the reinforcing bar rod A intersect the column bars 4. A clamping and fixing structure constituted by the clamper 1, the clamping piece 2 and the screwing member 3 is attached and fixed to the place, and the band 5 at other positions is bound and fixed by the binding wire 6.

また、柱筋4と帯筋5とが縦横で交差した箇所の一部を、クランパ1、挟持片2及び螺着部材3により構成された締付け固定構造により結束する方式は、間隔をあけて設置することができる。即ち、隣り合う帯筋5と柱筋4とが交差する箇所を異なる方式の締付け固定構造により固定してもよい。
例えば図6に示すように、隣り合う帯筋5と柱筋4とが交差する箇所に、クランパ1、挟持片2及び螺着部材3により構成された締付け固定構造を間隔をあけて取付けて固定し、従来の結束線6により間隔をあけて結束して固定してもよい。
In addition, a method in which a part of a portion where the column reinforcement 4 and the band reinforcement 5 intersect in the vertical and horizontal directions is bundled by a fastening and fixing structure constituted by the clamper 1, the clamping piece 2, and the screwing member 3 is installed at intervals. can do. That is, you may fix the location where the adjacent strip reinforcement 5 and the column reinforcement 4 cross | intersect with the fastening fixing structure of a different system.
For example, as shown in FIG. 6, a fastening structure constituted by the clamper 1, the clamping piece 2 and the screwing member 3 is attached and fixed at a place where the adjacent band 5 and the column 4 intersect each other. Then, it may be bound and fixed with a conventional binding wire 6 at intervals.

1 クランパ
2 挟持片
3 螺着部材
4 柱筋
5 帯筋
6 結束線
11 ロッド
12 ロッド
13 ねじ部
14 ねじ部
21 貫通孔
22 貫通孔
31 雌ねじ
A 鉄筋籠
DESCRIPTION OF SYMBOLS 1 Clamper 2 Clamping piece 3 Screw member 4 Column reinforcement 5 Band reinforcement 6 Binding wire 11 Rod 12 Rod 13 Screw part 14 Screw part 21 Through hole 22 Through hole 31 Female thread A Reinforcing bar

Claims (3)

クランパ、挟持片及び2つの螺着部材を備えた鉄筋の締付け固定構造であって、
前記クランパは、馬蹄形状を呈するとともに、互いに対応した2つのロッドを有し、前記2つのロッドはそれぞれねじ部を有し、
前記挟持片は、2つの貫通孔を有し、前記貫通孔には、前記ロッドがそれぞれ挿設され、
前記螺着部材は、前記ロッドの前記ねじ部に螺着され、
柱筋と帯筋とが縦横で交差する箇所に前記クランパ及び前記挟持片が回し掛けられ、前記柱筋と前記帯筋とが縦横で交差した箇所が強固に固定されることを特徴とする、
鉄筋の締付け固定構造。
A rebar tightening and fixing structure comprising a clamper, a clamping piece and two screwing members,
The clamper has a horseshoe shape and has two rods corresponding to each other, each of the two rods having a threaded portion,
The clamping piece has two through holes, and the rods are inserted into the through holes,
The screw member is screwed to the screw portion of the rod,
The clamper and the sandwiching piece are turned around at a place where the column and the strips cross vertically and horizontally, and the place where the column and the stripes cross vertically and horizontally is firmly fixed,
Reinforcing bar fastening structure.
前記柱筋と前記帯筋とが縦横に交差した箇所の一部は、前記クランパ、前記挟持片及び前記螺着部材により結束されることを特徴とする請求項1に記載の鉄筋の締付け固定構造。   2. The reinforcing bar fastening and fixing structure according to claim 1, wherein a part of a portion where the column bars and the band bars intersect vertically and horizontally is bound by the clamper, the clamping piece, and the screwing member. . 前記柱筋と前記帯筋とが縦横に交差した箇所の一部は、前記クランパ、前記挟持片及び前記螺着部材により結束され、前記柱筋と前記帯筋とが縦横に交差した箇所の残部は、結束線により結束されることを特徴とする請求項1に記載の鉄筋の締付け固定構造。   A part of the portion where the column bars and the band bars intersect vertically and horizontally is bound by the clamper, the clamping piece, and the screwing member, and the remaining part of the portion where the column bars and the band bars intersect vertically and horizontally The reinforcing bar fastening and fixing structure according to claim 1, wherein the reinforcing bar is bound by a binding wire.
JP2016123462A 2016-06-22 2016-06-22 Fastening-fixing structure of reinforcement Pending JP2017227028A (en)

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Publication number Priority date Publication date Assignee Title
CN114032782A (en) * 2021-12-02 2022-02-11 中铁一局集团有限公司 Pier column reinforcement construction work platform and method

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Publication number Priority date Publication date Assignee Title
JP2013227835A (en) * 2012-04-25 2013-11-07 Keishin Kogyo:Kk Intersection joint metal fitting for reinforcement assembly

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013227835A (en) * 2012-04-25 2013-11-07 Keishin Kogyo:Kk Intersection joint metal fitting for reinforcement assembly

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114032782A (en) * 2021-12-02 2022-02-11 中铁一局集团有限公司 Pier column reinforcement construction work platform and method

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