JPS5941564A - Arranging of reinforcing wire of wall type reinforced concrete structure - Google Patents
Arranging of reinforcing wire of wall type reinforced concrete structureInfo
- Publication number
- JPS5941564A JPS5941564A JP3227683A JP3227683A JPS5941564A JP S5941564 A JPS5941564 A JP S5941564A JP 3227683 A JP3227683 A JP 3227683A JP 3227683 A JP3227683 A JP 3227683A JP S5941564 A JPS5941564 A JP S5941564A
- Authority
- JP
- Japan
- Prior art keywords
- wall
- reinforced concrete
- concrete structure
- arranging
- type reinforced
- 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
- Building Environments (AREA)
- Panels For Use In Building Construction (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】
この発明は壁式鉄筋コンク！７−ト４７１造物の配筋工
法に関するものである。[Detailed Description of the Invention] This invention is a wall-type reinforced concrete! 7-471 This relates to the reinforcing construction method for structures.
従来現場打ちコンクリートによる壁式鉄筋コンクリート
構造物の施工に際しては施工現場においてＭ１横の壁鉄
筋を組立てながら配筋しておシテの施工手間は相当であ
シ、かクヅ貝雑である。Conventionally, when constructing a wall-type reinforced concrete structure using cast-in-place concrete, the M1 side wall reinforcing bars are assembled and arranged at the construction site, which requires considerable time and effort.
さらに壁の交差部分においては鉄筋が交＄ｉｉ（、、コ
ンクリートの打込みに際して充填性が悪くなる恐れがあ
った。また、コンクリートの乾燥収縮によるひび割れが
不特定位置に発生し、防水や仕上げに問題を生じていた
。Furthermore, reinforcing bars were intersecting at the intersections of the walls (there was a risk of poor filling properties when pouring concrete. In addition, cracks appeared at unspecified locations due to drying shrinkage of the concrete, causing problems with waterproofing and finishing. was occurring.
この発明は前記問題点全解消すべくした工法であシ、そ
の詳細全図示した笑施ｎによって説明する。This invention is a construction method intended to solve all of the above-mentioned problems, and will be explained in detail with reference to the drawings.
施工に際しては先ず鉄筋パネルｌｆＩ：予め工場等にお
いて組立組成してプレハブ化しておく。For construction, first, the reinforcing steel panel lfI is prefabricated by assembling it in a factory or the like.
そしてこの鉄筋パネル１は壁面に相応する大きさ、すな
わち壁ｒｊＪまたはスパンの横巾と、階高または上下重
ね継ぎする場合は階高よ）僅が大きい高さを有し横筋２
と縦筋３とを図示したように二重あるいは一重に格子状
をなして組立ててあｚｏなお開口部のある場合は適宜そ
の箇所の鉄筋を省いておく。This reinforcing bar panel 1 has a size corresponding to the wall surface, that is, a height that is slightly larger than the width of the wall rjJ or span and the floor height or the floor height in the case of upper and lower overlap joints, and the horizontal reinforcement 2
and vertical reinforcements 3 are assembled in a double or single lattice pattern as shown in the figure, and if there are any awkward openings, the reinforcing bars at those locations may be omitted as appropriate.
以上の鉄筋パネルｌを略壁厚に相当する間隔をおいて直
列状、十字状またｔよ１゛字状に配置、する。また瞬接
する鉄筋パネル１相互をスラブ高さの位置において壁ば
ルの主筋４を延長して、通し筋として鉄筋パネル１．１
１連接状態とする。The above-mentioned reinforcing steel panels 1 are arranged in series, in a cross shape, or in a T-shape at intervals approximately corresponding to the wall thickness. In addition, the main reinforcement 4 of the wall burl is extended at the slab height position to connect the reinforcing bar panels 1 that are in instant contact with each other, and the reinforcing bar panel 1.1 is used as a through bar.
1 connected state.
次いで鉄筋パネル１の周囲に型枠（図示せず）を配しコ
ンクリート５を打設する。その際パネル配筋のない父差
部においては現場打ちコンクリートの乾燥、ひび割れが
集中して入シ易くなるので、ここに亀ｇ、誘発目地６を
設け、その目的内にコーキングを施して外壁からの漏水
を防ぎ、かつ亀裂の生ずる箇所を定めておくことによシ
防水対策を容易とする。Next, a formwork (not shown) is arranged around the reinforced panel 1, and concrete 5 is poured. At this time, the drying and cracking of the cast-in-place concrete concentrates in the gap where there is no panel reinforcement, so it is easy to cause cracks to occur, so create a trigger joint 6 here, apply caulking within that purpose, and separate it from the outside wall. By preventing water leakage and determining the locations where cracks occur, waterproofing measures can be easily taken.
なお上下階の鉄筋パネルｌの垂直接合は重ね継ぎの外、
ガス圧接や機械式継手によって接合する。In addition, the vertical joints of the reinforcing bars l on the upper and lower floors are made outside of lap joints.
Join by gas pressure welding or mechanical joints.
この発明は以上の構成からなシ、集合住宅等の壁式鉄筋
コンクリート病造においては壁配筋が大部分が同一であ
るところよシ、これをブレ・・ブパネル化することによ
シ省力化ができる。This invention has the above-mentioned structure, and in wall-type reinforced concrete structures such as apartment complexes, where most of the wall reinforcement is the same, it is possible to save labor by converting this into a broken panel. can.
また養父差部においては横鉄筋を延長して通し筋として
鉄筋パネルを連接状態とするので組立が容易でおる。さ
らに養父差部の鉄筋が少ないのでコンクリートの充填性
がよい。In addition, in the support gap section, the horizontal reinforcing bars are extended and used as through bars to connect the reinforcing bar panels, making assembly easy. Furthermore, since there are fewer reinforcing bars in the support gap, the concrete fillability is good.
第１図は鉄筋パネルの配置４の概要を示した平面図、第
２図、第６図ぷ・よび第４図ｔよ壁要部の横断面図、第
５図は鉄筋パネルの配置の概要を示した立面口、ｔｒＧ
６図は鉄筋ノくネルの接合部斜視図である。
１・・・・・・鉄筋パネル ２・・・・・・横筋３・
・・・・・縦筋 ４・・・・・・Ｎばｐの主筋
５・・・・・・コンクリート ６・・・・・・目地ｓ１
図
第４図Figure 1 is a plan view showing the outline of the reinforcement panel arrangement 4; Figures 2, 6, and 4 are cross-sectional views of the main parts of the wall; Figure 5 is an outline of the reinforcement panel arrangement. Elevation entrance showing trG
Figure 6 is a perspective view of the joint of the reinforcing bar. 1...Reinforcement panel 2...Horizontal reinforcement 3.
... Vertical reinforcement 4 ... Main reinforcement of Nbap 5 ... Concrete 6 ... Joint s1
Figure 4
Claims (1)
て予め組立てて鉄筋パネルをｒ４成しておき、前記鉄筋
パネルを略壁厚に相当する間隔をおいて直列状、十字状
またはＴ字状に配置するとともに、かつ隣接する鉄筋パ
ネル相互を壁ばシの主筋を延長した通し筋によって連接
状態として壁コンクリートを打設するようにしてなるこ
とを特徴とする壁弐鉄筋コンクリート構造物の配筋工法
。(1) Pre-assemble a reinforcing bar panel with horizontal and vertical reinforcements to a size corresponding to the wall surface, and arrange the reinforcing panels in a straight, cross-shaped or T-shape at intervals approximately corresponding to the wall thickness. The arrangement of the two-wall reinforced concrete structure is characterized in that the wall concrete is placed in the shape of a letter and the adjacent reinforcing panels are connected to each other by through-bars which are extensions of the main bars of the wall frames. Muscle construction method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3227683A JPS5941564A (en) | 1983-02-28 | 1983-02-28 | Arranging of reinforcing wire of wall type reinforced concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3227683A JPS5941564A (en) | 1983-02-28 | 1983-02-28 | Arranging of reinforcing wire of wall type reinforced concrete structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5941564A true JPS5941564A (en) | 1984-03-07 |
| JPH0253576B2 JPH0253576B2 (en) | 1990-11-19 |
Family
ID=12354453
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3227683A Granted JPS5941564A (en) | 1983-02-28 | 1983-02-28 | Arranging of reinforcing wire of wall type reinforced concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5941564A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60238570A (en) * | 1984-05-10 | 1985-11-27 | 株式会社熊谷組 | Iron wire arranging method and iron wire assembly |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0560086A (en) * | 1991-09-02 | 1993-03-09 | Kubota Rangu Kk | Self-suction type pump |
| JPH06109153A (en) * | 1992-09-22 | 1994-04-19 | Hirakawa Gaidamu:Kk | Valve with relief valve and piping method using valve with relief valve |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5014455A (en) * | 1973-06-08 | 1975-02-15 | ||
| JPS529935A (en) * | 1975-07-11 | 1977-01-25 | Fudo Construction Co | Composite reinforcement method |
-
1983
- 1983-02-28 JP JP3227683A patent/JPS5941564A/en active Granted
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5014455A (en) * | 1973-06-08 | 1975-02-15 | ||
| JPS529935A (en) * | 1975-07-11 | 1977-01-25 | Fudo Construction Co | Composite reinforcement method |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60238570A (en) * | 1984-05-10 | 1985-11-27 | 株式会社熊谷組 | Iron wire arranging method and iron wire assembly |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0253576B2 (en) | 1990-11-19 |
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