JPH0140191B2 - - Google Patents
Info
- Publication number
- JPH0140191B2 JPH0140191B2 JP56001136A JP113681A JPH0140191B2 JP H0140191 B2 JPH0140191 B2 JP H0140191B2 JP 56001136 A JP56001136 A JP 56001136A JP 113681 A JP113681 A JP 113681A JP H0140191 B2 JPH0140191 B2 JP H0140191B2
- Authority
- JP
- Japan
- Prior art keywords
- panel
- bars
- fixed
- reinforcing bars
- horizontal
- 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
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 238000009415 formwork Methods 0.000 claims description 5
- 230000000630 rising effect Effects 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 description 9
- 238000010276 construction Methods 0.000 description 2
- 230000010354 integration Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【発明の詳細な説明】
本発明は型枠・サポート兼用PC版に関するも
のである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a PC version that can be used as both a formwork and a support.
本発明の目的は壁等の型枠として、また例えば
PC床版を支持できるサポートとして利用でき、
さらにジヨイント部分の連結部材を少なくできか
つジヨイント部分の一体化を確保することができ
るPC版を提供することにある。 The object of the invention is to use it as a formwork for walls etc.
Can be used as a support that can support PC floor slabs,
Furthermore, it is an object of the present invention to provide a PC plate that can reduce the number of connecting members in the joint part and ensure the integration of the joint part.
以下本発明の一実施例を図面を参照して説明す
る。 An embodiment of the present invention will be described below with reference to the drawings.
第１，２図において、PC版の本体を構成する
パネル１内には、コンクリートパネル本体の補強
筋としてのワイヤーメツシユ７の他に、横方向
（第２図上下方向）に連結筋２…を埋め込んであ
る。各連結筋２…にはコ字状の鉄筋３…が一定の
間隔を置いて取り付けてある。すなわち鉄筋３…
は連結筋２と交差する方向に配筋してあり、後部
をパネル１内に埋め込み、後部中央を連結筋に溶
着してある。鉄筋３…の立上がり部３ａ，３ｂの
前部はパネル１の前面より前方に突出してある。
またパネル１の前方には横筋４…が配筋してあ
り、横筋は鉄筋３…の立上がり部３ａ，３ｂに固
着してある。横筋４には縦筋５が固着してある。 In Figs. 1 and 2, in the panel 1 constituting the main body of the PC version, in addition to wire mesh 7 as reinforcing bars for the concrete panel main body, there are connecting bars 2 in the lateral direction (vertical direction in Fig. 2)... is embedded. U-shaped reinforcing bars 3 are attached to each connecting bar 2 at regular intervals. In other words, reinforcing bar 3...
The reinforcing bars are arranged in a direction intersecting the connecting bars 2, the rear part is embedded in the panel 1, and the rear center is welded to the connecting bars. The front portions of the rising portions 3a, 3b of the reinforcing bars 3 protrude forward from the front surface of the panel 1.
In addition, horizontal reinforcements 4 are arranged in front of the panel 1, and the horizontal reinforcements are fixed to the rising portions 3a and 3b of the reinforcing bars 3. A vertical strip 5 is fixed to the horizontal strip 4.
上記のように構成したPC版の使用方法を第３，
４図に基づいて説明する。 The third part explains how to use the PC version configured as above.
This will be explained based on FIG.
パネル１ａ，１a1…を直線的に建込んで行く。
まず左側のパネル１ａ，１a1…を建込んでから、
一定間隔を置いて同様の方法で右側にパネル１
ｂ，１b1…を建込む。両側のパネル１ａ，１a1
…，と１ｂ，１b1，…のジヨイント部における横
筋４ａ，４ｂに、溶接金網８，８…を用いれば配
筋作業の円滑化が図れる。 Panels 1a, 1a 1 ... are erected in a straight line.
First, install the left panels 1a, 1a 1 ... and then
Panel 1 on the right side in the same way at regular intervals.
Set up b, 1b 1 ... Panels 1a, 1a 1 on both sides
If welded wire meshes 8, 8 ... are used for the transverse reinforcements 4a, 4b at the joint portions of 1b, 1b1, . . ., reinforcement work can be facilitated.
その後、対向するパネル１ａ，１1…，および
１ｂ，１b1…の上端部でPC床版６，６ａを架設
支持する。そしてパネル１ａ，１a1…と１ｂ，１
b1…との間にコンクリートを打設すれば、養生後
は両パネルがコンクリートとともに一体化され、
壁が形成される。 Thereafter, the PC floor slabs 6, 6a are erected and supported at the upper ends of the opposing panels 1a, 1 1 . . . and 1b, 1b 1 . And panels 1a, 1a 1 ... and 1b, 1
If concrete is poured between b 1 ..., both panels will be integrated with the concrete after curing.
A wall is formed.
以上の説明したように本発明によれば、壁等を
施工する際型枠として兼用でき、その分型枠材料
を省略することができ、そして例えばPC床版を
支持できるサポートとしての機能を有するため施
工を迅速に行うことができる。またPC版のジヨ
イント部分の連結が、従来のようなプレート同士
を結合させるものでないので、ジヨイント部分の
連結部材としての鋼材量を減らすことができ、ま
たジヨイント部分の一体化を確保することができ
る。横筋に縦筋を固着してあるので、現場での縦
筋と横筋との連結作業が不要となり、施工をより
迅速にすることができると共にパネルとコンクリ
ートと鉄筋、横筋及び縦筋との一体性を確保でき
る。 As explained above, according to the present invention, it can also be used as a formwork when constructing walls, etc., and the formwork material can be omitted accordingly, and it also functions as a support that can support, for example, PC floor slabs. Therefore, construction can be carried out quickly. In addition, since the connection of the joint parts of the PC version does not connect plates to each other as in the conventional case, it is possible to reduce the amount of steel used as the connection member of the joint parts, and it is possible to ensure the integration of the joint parts. . Since the vertical reinforcements are fixed to the horizontal reinforcements, there is no need to connect the vertical and horizontal reinforcements on site, which speeds up construction and also improves the integrity of the panels, concrete, reinforcing bars, horizontal reinforcements, and vertical reinforcements. can be secured.
図面は本発明の一実施例を示すもので、第１図
は断面図、第２図は第１図−線断面図、第３
図は使用状態を示す断面図、第４図は第３図−
線断面図である。
１，１ａ，１a1，１ｂ，１b1……パネル、２…
…連結筋、３……鉄筋、３ａ，３ｂ……立上がり
部、４……横筋、５……縦筋。
The drawings show one embodiment of the present invention, and FIG. 1 is a sectional view, FIG. 2 is a sectional view taken along the line of FIG. 1, and FIG.
The figure is a sectional view showing the state of use, Figure 4 is Figure 3-
FIG. 1, 1a, 1a 1 , 1b, 1b 1 ...Panel, 2...
...Connection bars, 3...Reinforcing bars, 3a, 3b...Rising portions, 4...Horizontal bars, 5...Vertical bars.
Claims (1)
を置いて後部が固着してあり、両立上り部の前部
が上記パネルの前方に突出しているコ字状の鉄筋
と、 上記パネルの前方に配筋してあり、上記鉄筋の
立上り部の前部に固着してある横筋と、 この横筋に固着してある縦筋と からなる型枠・サポート兼用PC版。[Scope of Claims] 1. A panel, and a U-shaped structure whose rear portions are fixed at regular intervals to connecting bars embedded in the panel, and whose front portions of both rising portions protrude forward of the panel. A PC version that can be used as a formwork and support, consisting of reinforcing bars, horizontal bars arranged in front of the panel and fixed to the front of the rising part of the reinforcing bars, and vertical bars fixed to the horizontal bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP113681A JPS57116854A (en) | 1981-01-09 | 1981-01-09 | Mold frame . support with use for pc plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP113681A JPS57116854A (en) | 1981-01-09 | 1981-01-09 | Mold frame . support with use for pc plate |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS57116854A JPS57116854A (en) | 1982-07-21 |
| JPH0140191B2 true JPH0140191B2 (en) | 1989-08-25 |
Family
ID=11493024
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP113681A Granted JPS57116854A (en) | 1981-01-09 | 1981-01-09 | Mold frame . support with use for pc plate |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS57116854A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0623458B2 (en) * | 1985-12-25 | 1994-03-30 | 株式会社竹中工務店 | Partition wall construction method using thin and lightweight precast concrete plate |
| JPS6475762A (en) * | 1987-09-14 | 1989-03-22 | Nippon Doro Kodan | Buried formwork |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4875713U (en) * | 1971-12-21 | 1973-09-19 | ||
| JPS5747285Y2 (en) * | 1976-12-01 | 1982-10-18 |
-
1981
- 1981-01-09 JP JP113681A patent/JPS57116854A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS57116854A (en) | 1982-07-21 |
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