JPS6351529A - Construction of reinforced concrete underground beam and slab - Google Patents
Construction of reinforced concrete underground beam and slabInfo
- Publication number
- JPS6351529A JPS6351529A JP19688886A JP19688886A JPS6351529A JP S6351529 A JPS6351529 A JP S6351529A JP 19688886 A JP19688886 A JP 19688886A JP 19688886 A JP19688886 A JP 19688886A JP S6351529 A JPS6351529 A JP S6351529A
- Authority
- JP
- Japan
- Prior art keywords
- slab
- reinforcing bars
- concrete
- bars
- formwork
- 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
- 239000011150 reinforced concrete Substances 0.000 title claims description 5
- 238000010276 construction Methods 0.000 title abstract description 8
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 47
- 239000004567 concrete Substances 0.000 claims abstract description 33
- 238000009415 formwork Methods 0.000 claims abstract description 11
- 238000000034 method Methods 0.000 claims abstract description 6
- 230000003187 abdominal effect Effects 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 abstract description 8
- 239000000463 material Substances 0.000 description 3
- 210000003489 abdominal muscle Anatomy 0.000 description 1
- 238000009430 construction management Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Foundations (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は梁成の大きい鉄筋コンクリート構造の地中梁
およびそれに連なるスラブの施工法に関するものである
。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] This invention relates to a construction method for underground beams of reinforced concrete structures with large beams and slabs connected thereto.
〔従来技術と発明の解決しようとする問題点〕梁成が２
ｍ以上にもなる地中梁の施工に際しては、鉄筋の配筋を
現場施工するのに多くの仮設資材を必要とし、鉄筋の組
立作業に多くの手間を要する等種々の問題があった。そ
こでプレハブ化されたメソシュ鉄筋を利用し、自立させ
たメソシュ鉄筋の剛性を利用して各鉄筋を保持させる工
法が、例えば特公昭６１−１４２９４号公報、特公昭６
１−１４２９５号公報等において開示されている。[Prior art and problems to be solved by the invention] Liang Cheng 2
When constructing underground beams with a length of more than m, there were various problems such as the need for a large amount of temporary materials to construct the reinforcing bars on-site, and the assembling of the reinforcing bars requiring a lot of time and effort. Therefore, there is a construction method that uses prefabricated mesh reinforcing bars and uses the rigidity of the free standing mesh reinforcing bars to hold each reinforcing bar, for example, in Japanese Patent Publication No. 61-14294,
This method is disclosed in Japanese Patent No. 1-14295 and the like.
ところで梁成の大きい地中梁においてはその上下端が鉄
筋コンクリートスラブに連続するところにより、また梁
成の大きい地中梁を一度にコンクリート打ぢすることは
施工管理が容易でないところにより、梁とスラブのコン
クリートのコンクリート打ちを分けることが望ましい場
合が少なくない。そこで梁鉄筋をコンクリートの打設に
従って組立ててゆくことにより、順次固めながら施工す
ると仮設材が少なくてすみ、施工能率がよく、延いては
経済的でもある。By the way, underground beams with a large beam size are connected to the reinforced concrete slab at their upper and lower ends, and it is difficult to manage the construction process by pouring concrete on underground beams with a large beam size all at once. It is often desirable to separate the pouring of concrete. Therefore, by assembling the beam reinforcing bars in accordance with the pouring of concrete and gradually hardening the concrete during construction, less temporary materials are needed, construction efficiency is high, and it is also economical.
この発明は前記問題点に対処すべく開発したものである
。This invention has been developed to address the above-mentioned problems.
この発明は基盤上に断面Ｕ形としたメツシュ鉄筋を配筋
し、その内側に下部主鉄筋を配筋し、次いでメツシュ鉄
筋の下部および下部主鉄筋を埋設するよう下部スラブコ
ンクリートを打設し、次いで下部スラブコンクリート上
に、鉄筋組立支柱を設置し、支柱上部の腕杆上に上部主
鉄筋を配筋しかつスクラップ筋、腹筋および巾止め筋を
組立て、側型枠を設置し、次いで上部スラブ下まで梁コ
ンクリートを打設し、次いでスラブ型枠を設置し、スラ
ブ鉄筋を配筋し、上部スラブコンクリートを打設する鉄
筋コンクリート地中梁およびスラブの施工法である。This invention involves arranging mesh reinforcing bars with a U-shaped cross section on a foundation, arranging lower main reinforcing bars inside the mesh reinforcing bars, and then placing lower slab concrete to bury the lower part of the mesh reinforcing bars and the lower main reinforcing bars. Next, install the reinforcing bars on the lower slab concrete, arrange the upper main reinforcing bars on the arm rods at the top of the columns, assemble the scrap bars, abdominal bars, and stop bars, install the side formwork, and then install the upper slab concrete. This method of constructing reinforced concrete underground beams and slabs involves pouring concrete beams to the bottom, then installing slab formwork, arranging slab reinforcing bars, and pouring the upper slab concrete.
捨てコンクリート等の基ｉＡ上に断面Ｕ形としたメツシ
ュ鉄筋１を配筋し、その内側に、底辺部に載置して下部
主鉄筋２ａを配筋し、次いでメソシュ鉄筋１の下部およ
び下部主鉄筋２ａを埋設するよう下部スラブコンクリー
ト３ａを打設し、次いで下部スラブコンクリート３ａ上
に、鉄筋組立支柱４を設置し、鉄筋組立支柱４の上部の
腕杆上に上部主鉄筋２ｂを配筋しかつ側部のスクラップ
筋５ａと上部スクラップが連続した側部スクラップ５ｂ
をコンクリート上に樹立し、メツシュ鉄筋１に連結し、
さらにスクラップ筋５ａ、５ｂに腹筋６および巾止め筋
７を組立て、それらの側方に側型枠８を設置し、連結金
具で組立て、次いで上部スラブ下まで梁コンクリート９
を打設し、次いで薄肉コンクリート板等からなるスラブ
型枠１０を設置し、スラブ鉄筋１１を配筋し、上部スラ
ブコンクリート３ｂを打設する。なお上下主鉄筋２ａ、
２ｂはそれぞれ２段以上に配筋する場合もある。A mesh reinforcing bar 1 with a U-shaped cross section is arranged on a base iA of waste concrete, etc., and inside it, lower main reinforcing bars 2a are placed on the bottom part, and then the lower main reinforcing bars 2a are placed on the bottom of the mesh reinforcing bars 1 and A lower slab concrete 3a is placed to bury the reinforcing bars 2a, and then a reinforcing bar assembly column 4 is installed on the lower slab concrete 3a, and the upper main reinforcing bar 2b is arranged on the upper arm of the reinforcing bar assembly column 4. and a side scrap 5b in which the side scrap line 5a and the upper scrap are continuous
Established on concrete and connected to mesh reinforcement 1,
Furthermore, the abdominal reinforcement 6 and the stop reinforcement 7 are assembled on the scrap reinforcements 5a and 5b, the side formwork 8 is installed on their sides, and the connecting fittings are assembled, and then the beam concrete 9 is extended to the bottom of the upper slab.
Then, a slab formwork 10 made of a thin concrete plate or the like is installed, slab reinforcing bars 11 are arranged, and an upper slab concrete 3b is placed. In addition, the upper and lower main reinforcing bars 2a,
2b may be arranged in two or more stages.
この発明は以上の構成からなり、断面Ｕ形としたメソシ
ュ鉄筋の下部を下部主鉄筋とともに下部スラブコンクリ
ート中に埋設して位置決めがなされ、これを利用してス
タラップ等上部各配筋を容易に組立てることができる。This invention has the above-mentioned configuration, and the lower part of the mesh reinforcing bar with a U-shaped cross section is buried and positioned in the lower slab concrete together with the lower main reinforcing bar, and this is used to easily assemble the upper reinforcing bars such as stirrups. be able to.
また仮設材としては上部主鉄筋を支持する支柱のみでよ
い。In addition, the only temporary materials that need to be used are the pillars that support the upper main reinforcing bars.
また上部スラブコンクリートを打設する型枠は梁部分の
コンクリ−１・によって支承することができる。また鉄
筋の配筋とコンクリートの打設が平行して段階的に実施
されるので施工の管理、作業が容易である。Moreover, the formwork for pouring the upper slab concrete can be supported by the concrete beam part 1. In addition, the arrangement of reinforcing bars and the pouring of concrete are carried out in parallel and in stages, making construction management and work easier.
第１図、第２図、第３図および第４図はこの発明の施工
過程順序に示した縦断面図である。
１・・・・・・メツシュ鉄筋、２ａ、２ｂ・・・・・・
主鉄筋、３ａ、３ｂ・・・・・・スラブコンクリート、
４・・・・・・鉄筋組立支柱、
５ａ、５ｂ・・・・・・スクラップ筋、６・・・・・・
腹筋、７・・・・・・中止め筋、８・・・・・・側型枠
、９・・・・・・梁コンクリート、１０・・・・・・ス
ラブ型枠、１１・・・・・・スラブ配筋。
第 １ 図1, 2, 3, and 4 are longitudinal sectional views showing the construction process sequence of the present invention. 1...Mesh reinforcing bars, 2a, 2b...
Main reinforcing bars, 3a, 3b...slab concrete,
4...Reinforcement assembly column, 5a, 5b...Scrap reinforcement, 6...
Abdominal muscle, 7... Stop bar, 8... Side formwork, 9... Beam concrete, 10... Slab formwork, 11...・・Slab reinforcement. Figure 1
Claims (1)
側に下部主鉄筋を配筋し、次いでメッシュ鉄筋の下部お
よび下部主鉄筋を埋設するよう下部スラブコンクリート
を打設し、次いで下部スラブコンクリート上に、鉄筋組
立支柱を設置し、支柱上部の腕杆上に上部主鉄筋を配筋
しかつスタラップ筋、腹筋および巾止め筋を組立て、側
型枠を設置し、次いで上部スラブ下まで梁コンクリート
を打設し、次いでスラブ型枠を設置し、スラブ鉄筋を配
筋し、上部スラブコンクリートを打設することを特徴と
する鉄筋コンクリート地中梁およびスラブの施工法。Mesh reinforcing bars with a U-shaped cross section are arranged on the foundation, lower main reinforcing bars are arranged inside them, lower slab concrete is poured to bury the lower part of the mesh reinforcing bars and the lower main reinforcing bars, and then the lower slab Install the reinforcing bars on the concrete, arrange the upper main reinforcing bars on the arm rods at the top of the columns, assemble the stirrup bars, abdominal bars, and stop bars, install the side formwork, and then install the beams to the bottom of the top slab. A method for constructing reinforced concrete underground beams and slabs, which is characterized by pouring concrete, then installing slab formwork, arranging slab reinforcing bars, and pouring upper slab concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19688886A JPS6351529A (en) | 1986-08-22 | 1986-08-22 | Construction of reinforced concrete underground beam and slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19688886A JPS6351529A (en) | 1986-08-22 | 1986-08-22 | Construction of reinforced concrete underground beam and slab |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6351529A true JPS6351529A (en) | 1988-03-04 |
| JPH0416574B2 JPH0416574B2 (en) | 1992-03-24 |
Family
ID=16365318
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP19688886A Granted JPS6351529A (en) | 1986-08-22 | 1986-08-22 | Construction of reinforced concrete underground beam and slab |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6351529A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0291321A (en) * | 1988-09-27 | 1990-03-30 | Shimizu Corp | Construction of underground beam |
| JPH0381423A (en) * | 1989-08-24 | 1991-04-05 | Kajima Corp | Construction method for underground beam |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6046984B2 (en) * | 2012-11-08 | 2016-12-21 | 株式会社竹中工務店 | Seismic isolation construction method and precast concrete footing |
-
1986
- 1986-08-22 JP JP19688886A patent/JPS6351529A/en active Granted
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0291321A (en) * | 1988-09-27 | 1990-03-30 | Shimizu Corp | Construction of underground beam |
| JPH0381423A (en) * | 1989-08-24 | 1991-04-05 | Kajima Corp | Construction method for underground beam |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0416574B2 (en) | 1992-03-24 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |