JPS5883753A - Apparatus for supporting beam iron wire - Google Patents
Apparatus for supporting beam iron wireInfo
- Publication number
- JPS5883753A JPS5883753A JP17896081A JP17896081A JPS5883753A JP S5883753 A JPS5883753 A JP S5883753A JP 17896081 A JP17896081 A JP 17896081A JP 17896081 A JP17896081 A JP 17896081A JP S5883753 A JPS5883753 A JP S5883753A
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing bars
- steel
- wall
- support device
- floor
- 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.)
- Granted
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】 本発明は梁鉄筋の支持装置に関するものである。[Detailed description of the invention] The present invention relates to a support device for beam reinforcing bars.
コンクリート建造物において梁および壁を構築するには
1組立て鉄筋により予め先組みされた梁材を立設した柱
間に架設し、この梁材とすでに完成している床との間に
壁筋を配筋したのち型枠を設ffチ一体にコンクリート
打設置る。To construct beams and walls in a concrete building: 1) A beam pre-assembled with pre-assembled reinforcing bars is erected between the erected columns, and a wall reinforcement is placed between the beam and the already completed floor. After arranging the reinforcement, formwork is placed and concrete is poured in one piece.
第1図は従来例による梁鉄筋の支持装置を示すもので、
符号lはすでに完成している床、2は柱、3は組立て鉄
筋による梁材であり、長尺のために2体を中央部の接合
板3aに溶接等して一体に接合され、符号4は前記床l
と梁材3との間に配筋された壁筋である。Figure 1 shows a conventional beam reinforcing bar support device.
Reference numeral 1 indicates an already completed floor, 2 indicates a column, and 3 indicates a beam made of prefabricated reinforcing bars. Because of the length, the two bodies are joined together by welding to a joining plate 3a in the center, and reference numeral 4 is the floor l
This is a wall reinforcement placed between the beam material 3 and the beam material 3.
そして組立て鉄筋による梁材3は長尺の重量物であシ、
自重で撓むのを防止するために梁材3の中央部と柱2間
に張架したピアノ線等の鋼線5で吊り上げるようにして
いた。The beam material 3 made of assembled reinforcing bars is a long and heavy object.
In order to prevent it from bending under its own weight, it was suspended by a steel wire 5, such as a piano wire, stretched between the center of the beam 3 and the pillar 2.
しかし上記方法によると、■張架された鋼線5が作業床
となる梁材3の上部域にあって作業上支障と々ること。However, according to the above method, (1) the stretched steel wire 5 is located in the upper area of the beam 3 which serves as the work floor, which poses a hindrance to the work.
■充分な支持を得ることが困難で不安定であること、■
柱2が鉄筋の場合に鋼1i!5のアンカーをとる部分に
補強が必要であること。■Difficulty and instability in obtaining sufficient support;■
If column 2 is a reinforcing bar, steel 1i! Reinforcement is required at the part where the anchor is taken.
等々の欠点があった。There were other drawbacks.
そこで本発明は上記入点を改良するための梁鉄筋の支持
装置の門供を目的とするものである。Therefore, the object of the present invention is to provide a support device for beam reinforcing bars to improve the above-mentioned points of entry.
以下に本発明の一実施例を図面第2図および第3図に基
づいて説明する。An embodiment of the present invention will be described below with reference to FIGS. 2 and 3 of the drawings.
第2図は本発明の要部を示す正面図、第3図は同側面図
である。FIG. 2 is a front view showing essential parts of the present invention, and FIG. 3 is a side view of the same.
従来工法と同様にすでにコンクリート打設され完成され
た床11上に図示しないが柱が立設され、柱間に組立て
鉄筋による梁材13を架設する。As with the conventional construction method, columns (not shown) are erected on the completed floor 11 that has already been poured with concrete, and beams 13 made of prefabricated reinforcing bars are erected between the columns.
この梁材13は柱間の長さが短い場合には1体、長い場
合には2体以上を接合板13aに端部を各々溶接等によ
り接合して一体化した状態に地上で先組みされた組立て
鉄筋である。又前記梁材13の接合板13aには溝形鋼
による支持部材15の上端部が溶接され、梁材と直交す
る態様で垂設されている。一方前記床11上には直下階
の梁材に接合された前記接合板13aと同様の接合板1
3bがアンカーされその上端部が突設されていると共に
、同じく壁筋14bの上端部が突設されている。This beam material 13 is preassembled on the ground in one piece if the length between the columns is short, or two or more pieces if the length is long, and the ends are joined to the joint plate 13a by welding or the like. This is an assembled reinforcing bar. The upper end of a support member 15 made of channel steel is welded to the joint plate 13a of the beam 13, and is vertically disposed perpendicular to the beam. On the other hand, on the floor 11 is a joint plate 1 similar to the joint plate 13a joined to the beam material on the floor immediately below.
3b is anchored and its upper end protrudes, and the upper end of wall reinforcement 14b also protrudes.
そこで前記架設された梁材13から垂設した支持部材1
5の下端部を接合板13bK溶接等によシ一体に接合し
て梁材13を支持し、梁材の撓みを防止する。その後は
従来工法と同様に前記壁筋14bおよび梁材13に結束
させて壁筋14aを配筋し、図示しないが壁筋および梁
材の両側に型枠を設けて前記支持材15を含むコンクリ
ート打設することにより一体の梁、壁を構築する。Therefore, the supporting member 1 is vertically installed from the constructed beam 13.
The lower ends of the joint plates 13b and 5 are integrally joined by welding or the like to support the beam 13 and prevent the beam from deflecting. After that, as in the conventional construction method, the wall reinforcements 14a are tied to the wall reinforcements 14b and the beams 13, and formwork is provided on both sides of the wall reinforcements and the beams (not shown), and the concrete including the support materials 15 is concreted. An integral beam and wall is constructed by pouring.
尚、上記実施例に限定されるものではなく、要旨の範囲
内で各種変形を行うことが出来る。例えば上記実施例で
は支持部材15として溝形鋼を使用したが、工形鋼等そ
の細形状の形鋼および丸・母イゾ等の鋼管等、既存の鉄
骨材を使用することが出来る。又、支持部材15の接合
は溶接以外にがルト止めその他公知の接合手段を適宜使
用することが出来ると共に、支持部材15の下端を接合
するアンカーは前記直下階の接合板13bに限るもので
はない。更に梁材13である組立て鉄筋の構成は図面に
示されたトラス構造のもの以外に、接合板13aの形状
を一部変更する程度であらゆる構造のものに適用しうる
ものである。It should be noted that the present invention is not limited to the above embodiments, and various modifications can be made within the scope of the gist. For example, in the above embodiment, channel steel was used as the support member 15, but existing steel frame materials such as engineered shaped steel or other narrow shaped steel, round or Izo steel pipes, etc. can be used. In addition, the support member 15 can be joined by not only welding but also bolt fastening or other known joining means as appropriate, and the anchor for joining the lower end of the support member 15 is not limited to the joining plate 13b on the floor immediately below. . Furthermore, the configuration of the assembled reinforcing bars, which are the beam members 13, can be applied to any structure other than the truss structure shown in the drawings, as long as the shape of the joint plate 13a is partially changed.
以上のとおシ本願発明による梁鉄筋の支持装置は、上端
を梁間に架設する組立て鉄筋による゛梁材に接合し、壁
配筋に沿って垂設した支持部材の下端はすでに完成して
いる床から突設したアンカーに接合して組立て鉄筋を支
持すると共に、当該支持部材を壁コンクリートに埋設せ
しめたものである。As described above, the support device for beam reinforcing bars according to the present invention has an upper end connected to a beam member made of prefabricated reinforcing bars installed between the beams, and a lower end of the supporting member vertically installed along the wall reinforcement arrangement on an already completed floor. The reinforcing bars are supported by being connected to anchors protruding from the wall, and the supporting members are embedded in the wall concrete.
そして前記支持部材としては形鋼、鋼管等既在の鉄骨材
を利用することが最も望ましい。上記構成による本願の
作用効果としては、
■ 作業床である梁材上に従来例のように鋼線を張架す
る構成と異なフ、支持部材が作業をする上での障害どな
らない。It is most desirable to use existing steel frame materials such as shaped steel and steel pipes as the support member. The effects of the present application with the above configuration are as follows: (1) Unlike the conventional configuration in which steel wire is stretched over a beam serving as a work floor, the supporting member does not pose an obstacle to the work.
■ 柱に対す本負担が少くなり、柱鉄筋の補強を必要と
しない。■ The main load on the columns is reduced, and there is no need to reinforce column reinforcing bars.
■ 支持部材に□形鋼、鋼管等を使用して梁鉄筋を□ 強固に支持す:、ることか出来る。■ Use □ shaped steel, steel pipes, etc. as supporting members and install beam reinforcing bars □ Strongly support: something can be done.
■ 形鋼、鋼管−の支持部材は既存でコスト的にも安価
に提供することができる。(2) Supporting members such as shaped steel and steel pipes already exist and can be provided at low cost.
■ 支持部材は壁コンクリートの打設により壁内に埋設
されるので美感を損なうことがないばかシか、必要に応
じて構造部材の一種として流用することもできる。- Since the supporting member is embedded within the wall by pouring concrete into the wall, it does not spoil the aesthetic appearance, and it can also be used as a type of structural member if necessary.
このように本願の梁鉄筋の支持装置は極めて簡単な構成
ながら、前記従来形の欠点を改善しうる作用効果を発揮
するものである。As described above, although the beam reinforcing bar support device of the present application has an extremely simple structure, it exhibits effects that can improve the drawbacks of the conventional type.
第1図は従来例による梁鉄筋の支持装置を示す正面図、
第2図は本発明による梁鉄筋の支持装置を示す正面図、
第3図は同側面図である。
〔符号の説明〕
l、11・・・床 2・・・柱
3.13−=梁材 3a、 13a、 13b ・
・・接合板4.14a、14b−・・壁筋
5・・・鋼線 15・・支持部材特許出願人
三井建設株式会社FIG. 1 is a front view showing a conventional beam reinforcing bar support device;
FIG. 2 is a front view showing a support device for beam reinforcing bars according to the present invention;
FIG. 3 is a side view of the same. [Explanation of symbols] 1, 11...floor 2...column 3.13-=beam material 3a, 13a, 13b・
...Joining plate 4.14a, 14b--Wall reinforcement 5...Steel wire 15...Supporting member patent applicant Mitsui Construction Co., Ltd.
Claims (1)
に接合し、壁配筋に沿って垂設した支持部材の下端をす
でに完成している床から突設したアンカーに接合して組
立て鉄筋を支持すると共に、当該支持部材を壁コンクリ
ート内に埋設せしめたことを特徴とする梁鉄筋の支持装
置。 (2) 前記支持部材は形鋼、鋼管等の鉄骨材である
請求の範囲第り項記載の梁鉄筋の支持装置。[Claims] fll The upper end is connected to a beam made of prefabricated reinforcing bars installed between the beams, and the lower end of a support member suspended vertically along the wall reinforcement is connected to an anchor protruding from the already completed floor. 1. A support device for beam reinforcing bars, characterized in that the supporting members are embedded in wall concrete. (2) The beam reinforcing bar support device according to claim 1, wherein the support member is a steel frame material such as a shaped steel or a steel pipe.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17896081A JPS5883753A (en) | 1981-11-10 | 1981-11-10 | Apparatus for supporting beam iron wire |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17896081A JPS5883753A (en) | 1981-11-10 | 1981-11-10 | Apparatus for supporting beam iron wire |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5883753A true JPS5883753A (en) | 1983-05-19 |
JPS6110625B2 JPS6110625B2 (en) | 1986-03-29 |
Family
ID=16057664
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP17896081A Granted JPS5883753A (en) | 1981-11-10 | 1981-11-10 | Apparatus for supporting beam iron wire |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5883753A (en) |
-
1981
- 1981-11-10 JP JP17896081A patent/JPS5883753A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS6110625B2 (en) | 1986-03-29 |
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