JPH0327131Y2 - - Google Patents
Info
- Publication number
- JPH0327131Y2 JPH0327131Y2 JP3776284U JP3776284U JPH0327131Y2 JP H0327131 Y2 JPH0327131 Y2 JP H0327131Y2 JP 3776284 U JP3776284 U JP 3776284U JP 3776284 U JP3776284 U JP 3776284U JP H0327131 Y2 JPH0327131 Y2 JP H0327131Y2
- Authority
- JP
- Japan
- Prior art keywords
- opening
- reinforcement
- circumferential
- bars
- reinforcing
- 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.)
- Expired
Links
- 230000002787 reinforcement Effects 0.000 claims description 22
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 239000004567 concrete Substances 0.000 claims description 7
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 description 9
- 238000010276 construction Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Reinforcement Elements For Buildings (AREA)
Description
【考案の詳細な説明】
この考案はコンクリート構造物の開口部補強装
置に関する。[Detailed Description of the Invention] This invention relates to an opening reinforcement device for a concrete structure.
従来、鋼管コンクリート構造物の開口部に所要
の強度を付与するためには、開口部のまわりに複
雑な配筋を必要とした。すなわち、第1図のよう
に、開口部1周辺に曲げ加工した鉄筋2や円周筋
3を配筋しなくてはならず、設計施工が複雑にな
り、施工性の低下や品質管理の不徹底を招き易か
つた。 Conventionally, in order to provide the required strength to the openings of steel pipe concrete structures, complex reinforcement was required around the openings. In other words, as shown in Fig. 1, bent reinforcing bars 2 and circumferential bars 3 must be placed around the opening 1, which complicates design and construction, reduces workability, and impairs quality control. It was easy to invite thoroughness.
この考案は上記事情に鑑みなされたものであ
り、その目的は開口部周辺の配筋が簡素化でき、
配筋、施工性の向上および施工ミスの減少による
品質の向上を図り、工期工費の低減を図り得る開
口部補強装置を提案するにある。 This idea was made in view of the above circumstances, and its purpose was to simplify the reinforcement around the opening.
The purpose of the present invention is to propose an opening reinforcement device that can improve quality by improving bar arrangement, workability, and reducing construction errors, and can reduce construction costs.
以下図示する実施例により説明する。 This will be explained below with reference to the illustrated embodiments.
第2図、第3図において、鉄筋コンクリート構
造の壁を貫通する開口部1の周囲に円周筋3が配
してある。この円周筋3は表裏両開口端寄りにそ
れぞれ2個配してあり、壁内の表裏両側寄りの4
層をなす鉄筋2端が溶着してある。円周筋3の内
側には格子状の十字筋4が溶着配筋してあり、こ
の十字筋で仕切られた空間に複数の角形鋼管5が
表裏開口方向に向い並列して配してある。なお、
この実施例では8個の角形鋼管5を配置し、十字
筋で仕切られた空間のうち扇形をなした4つの空
間には鋼管5を配管しなかつた。なお、開口部に
配する鋼管は角形のものに限らない、円形の鋼管
を十字筋で仕切られた空間に配してもよい。 In FIGS. 2 and 3, a circumferential reinforcement 3 is arranged around an opening 1 passing through a wall of a reinforced concrete structure. Two of these circumferential bars 3 are placed near the opening ends on both the front and back sides, and four circumferential bars 3 are placed on both the front and back sides of the wall.
The two ends of the reinforcing bars forming the layer are welded together. A lattice-shaped cross bar 4 is welded and arranged inside the circumferential bar 3, and a plurality of square steel pipes 5 are arranged in parallel facing the front and back opening directions in the space partitioned by the cross bar. In addition,
In this embodiment, eight rectangular steel pipes 5 are arranged, and no steel pipes 5 are installed in four fan-shaped spaces among the spaces partitioned by cross bars. Note that the steel pipe arranged in the opening is not limited to a rectangular one, and a circular steel pipe may be arranged in a space partitioned by a cross.
この開口部補強装置は以上の構成であり、開口
部には内部に十字筋を固着した円周筋を配し、十
字筋で仕切られた空間に鋼管が並列して配してあ
るので、極めて高いせん断耐力を発現する。従つ
て開口部周辺に複雑な配筋を行なう必要がなく、
躯体部分の配筋端を円周筋に固着するのみで充分
な強度を付与できる。この開口部を気体、流体等
の流路として利用する際は、並列した鋼管5を流
路としてその両端に連結したダクト6,6を連通
し、流路が形成される。 This opening reinforcement device has the above-mentioned configuration, and the opening has circumferential bars with cruciate bars fixed inside, and steel pipes are arranged in parallel in the space partitioned by the cruciate bars, so it is extremely effective. Demonstrates high shear strength. Therefore, there is no need to arrange complicated reinforcement around the opening.
Sufficient strength can be provided simply by fixing the reinforcing ends of the frame to the circumferential reinforcement. When this opening is used as a flow path for gas, fluid, etc., a flow path is formed by using the parallel steel pipes 5 as a flow path and communicating the ducts 6, 6 connected to both ends thereof.
この補強装置を適用して、コンクリート構造物
に開口部を施工するには、あらかじめ配管する鋼
管の寸法に合わせて十字筋をつくり、円周筋に溶
着しておく。この円周筋を開口部位置に仮止め
し、この状態で躯体部の縦筋、横筋と溶着または
継手で連結する。配筋連結の後に鋼管を挿通して
配し、コンクリートを打設する。第3図において
tは打設したコンクリートの厚みである。なお、
躯体部の鉄筋2と円周筋3とを継手で連結するに
は、例えば第4図のごとく、円周筋にあらかじめ
ネジカツプラー7を縦、横2方向に溶着しておき
螺合連結する。 To apply this reinforcing device to construct an opening in a concrete structure, cross reinforcements are made in advance according to the dimensions of the steel pipe to be piped, and welded to the circumferential reinforcements. This circumferential reinforcement is temporarily fixed at the opening position, and in this state is connected to the vertical reinforcement and horizontal reinforcement of the body part by welding or joints. After reinforcing and connecting, steel pipes are inserted and placed, and concrete is poured. In FIG. 3, t is the thickness of poured concrete. In addition,
To connect the reinforcing bars 2 and the circumferential reinforcing bars 3 of the frame body with a joint, for example, as shown in FIG. 4, screw couplers 7 are welded to the circumferential bars in advance in two directions, vertically and horizontally, and the two are screwed together.
この考案は以上の通りであり、開口部周辺の配
筋が簡素化でき、施工性、品質が向上し、工期工
費の低減が達成できる。 This idea is as described above, and the reinforcement around the opening can be simplified, workability and quality can be improved, and construction costs can be reduced.
第1図は従来の開口部周辺の配筋状態図、第2
図、第3図は実施例の開口部周辺の配筋状態を示
す正面図および側面図、第4図は鉄筋ネジカプラ
ーで連結した円周筋の部分正面図である。
1……開口部、2……鉄筋、3……円周筋、4
……十字筋、5……角形鋼管、6……ダクト、7
……ネジカツプラー。
Figure 1 is a diagram of the conventional reinforcement arrangement around the opening, Figure 2
FIG. 3 is a front view and a side view showing the reinforcement arrangement around the opening of the embodiment, and FIG. 4 is a partial front view of circumferential reinforcement connected by a reinforcing bar screw coupler. 1...Opening, 2...Reinforcing bar, 3...Circumferential bar, 4
... Cruciform, 5 ... Square steel pipe, 6 ... Duct, 7
...Nejikatsu puller.
Claims (1)
してあり、この円周筋は前記構造物の鉄筋と連結
してあり、円周筋の内側に格子状の十字筋が固着
配筋してあり、十字筋で仕切られた空間に複数の
鋼管が開口方向に沿い並列して配してあることを
特徴とするコンクリート構造物の開口部補強装
置。 Circumferential reinforcement surrounds the opening of the concrete structure, and this circumferential reinforcement is connected to the reinforcing steel of the structure, and lattice-shaped cross reinforcement is fixedly arranged inside the circumferential reinforcement. An opening reinforcement device for a concrete structure, characterized in that a plurality of steel pipes are arranged in parallel along the opening direction in a space partitioned by cross bars.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3776284U JPS60150224U (en) | 1984-03-16 | 1984-03-16 | Reinforcing device for openings in concrete structures |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3776284U JPS60150224U (en) | 1984-03-16 | 1984-03-16 | Reinforcing device for openings in concrete structures |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS60150224U JPS60150224U (en) | 1985-10-05 |
JPH0327131Y2 true JPH0327131Y2 (en) | 1991-06-12 |
Family
ID=30544141
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3776284U Granted JPS60150224U (en) | 1984-03-16 | 1984-03-16 | Reinforcing device for openings in concrete structures |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60150224U (en) |
-
1984
- 1984-03-16 JP JP3776284U patent/JPS60150224U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS60150224U (en) | 1985-10-05 |
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