JPS6328998Y2 - - Google Patents
Info
- Publication number
- JPS6328998Y2 JPS6328998Y2 JP9384883U JP9384883U JPS6328998Y2 JP S6328998 Y2 JPS6328998 Y2 JP S6328998Y2 JP 9384883 U JP9384883 U JP 9384883U JP 9384883 U JP9384883 U JP 9384883U JP S6328998 Y2 JPS6328998 Y2 JP S6328998Y2
- Authority
- JP
- Japan
- Prior art keywords
- hollow
- box
- stacked
- hole
- cavity
- 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
- 238000010276 construction Methods 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
Landscapes
- Retaining Walls (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】
本考案は中空な箱枠を上下に重ね、横に連結し
た擁壁枠に関するもので、これに現場で中空部に
生コンクリートを打設して擁壁とするものであ
る。[Detailed explanation of the invention] This invention relates to a retaining wall frame in which hollow box frames are stacked one on top of the other and connected horizontally, and ready-mixed concrete is poured into the hollow part on site to form a retaining wall. be.
従来の擁壁現場施行では型枠組立をし、施行後
の型枠脱型があり、現場養生に時間がかかり容易
でなかつた。現場施行であるため打設面が粗雑で
あつた。工場製品と比べてサイズ、品質が標準化
しなかつた。状況によつて表裏を変えることが出
来なかつた。 Conventional on-site construction of retaining walls involved assembling formwork and removing the formwork after construction, making on-site curing time-consuming and difficult. The pouring surface was rough because it was carried out on site. Size and quality were not standardized compared to factory products. It was not possible to change the front and back depending on the situation.
最上段が中空でないので安全施設を埋込むこと
が出来なかつた。完全工場製品による土留擁壁だ
とセメントが多くかかり、鉄筋も多くかかつた。
従来は型枠組立直後背面、前面の土砂の埋め戻し
が出来なかつた。これ等の欠点を除去するのが本
考案の目的である。 Since the top layer was not hollow, it was not possible to embed safety facilities. A retaining wall made completely from a factory required a lot of cement and a lot of reinforcing steel.
Previously, it was not possible to backfill the back and front of the formwork immediately after it was assembled. It is an object of the present invention to eliminate these drawbacks.
その構成は次の通りである。中空で上面と下面
が開口している箱枠１を横に連結し上下に重ねて
あり、各箱枠の両側の上下の端に一つづつ空窩２
があり、箱枠１を重ねたときその上下の空窩２が
合致してその空窩の二倍の大きさの空窩となる位
置に箱枠１の上下に空窩２がある。各箱枠の前面
と背面に一つづつ透孔３があり、前面の透孔と背
面の透孔とを通ずる透孔パイプが通つていて、背
面の剰水、浸透水を排水出来る。各箱枠は固定金
具５で結合される。 Its composition is as follows. Hollow box frames 1 with open top and bottom surfaces are connected horizontally and stacked one on top of the other, with one hollow hole 2 at the top and bottom ends of each box frame.
There are hollow holes 2 above and below the box frame 1 at positions where, when the box frames 1 are stacked, the hollow holes 2 above and below meet and form a hole twice the size of the above holes. There is one through hole 3 on the front and back side of each box frame, and a through hole pipe is passed through the front through hole and the back through hole, so that surplus water and seepage water on the back side can be drained. Each box frame is connected with a fixing metal fitting 5.
その使用方法は次の通りである。この擁壁枠に
現場で生コンクリーを打設して全体を一体化して
擁壁とする。 Its usage is as follows. Ready-mixed concrete will be poured into this retaining wall frame on site to integrate the entire structure into a retaining wall.
その効果は次の通りである。施工を容易にし、
標準化し、省力化出来る。経費節約にもなる。中
が中空なので軽く、運搬し易い。状況に依て現場
で表裏を変えることが出来る。最上段に安全施設
を埋め込むことが出来る。組立後背面、前面の土
砂の埋め戻しが出来る。 The effects are as follows. facilitate construction,
It can be standardized and save labor. It also saves money. Since it is hollow, it is light and easy to transport. Depending on the situation, the front and back sides can be changed on site. Safety facilities can be embedded in the top layer. After assembly, the back and front areas can be backfilled with earth and sand.
第１図は本案のものの斜視図。第２図は１個の
箱枠の斜視図。
図面の１は箱枠。２は空窩。３は透孔。４は固
定金具。５は固定ボルト。６は開口したところ。
Figure 1 is a perspective view of the proposed item. FIG. 2 is a perspective view of one box frame. Drawing 1 is the box frame. 2 is an empty hole. 3 is a through hole. 4 is the fixing bracket. 5 is the fixing bolt. 6 shows the opening.
Claims (1)
連結し上下に重ねてあり、各箱枠の両側面の上下
の端に一つづつ空窩２があり、箱枠を重ねたとき
その上下の空窩２が合致してその空窩の二倍の大
きさの空窩となることを特長とする重層式連結擁
壁枠。 Hollow box frames 1 with open top and bottom surfaces are connected horizontally and stacked one on top of the other, and each box frame has one cavity 2 at the top and bottom ends of both sides, and when the box frames are stacked This multi-layered connecting retaining wall frame is characterized in that the hollow cavities 2 above and below match to form a cavity twice the size of the hollow cavity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9384883U JPS604632U (en) | 1983-06-17 | 1983-06-17 | Multilayer connected retaining wall frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9384883U JPS604632U (en) | 1983-06-17 | 1983-06-17 | Multilayer connected retaining wall frame |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS604632U JPS604632U (en) | 1985-01-14 |
| JPS6328998Y2 true JPS6328998Y2 (en) | 1988-08-04 |
Family
ID=30224956
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9384883U Granted JPS604632U (en) | 1983-06-17 | 1983-06-17 | Multilayer connected retaining wall frame |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS604632U (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0760196A (en) * | 1993-08-25 | 1995-03-07 | Tokujiyu Kosakusho:Kk | Air pulsation generator |
| KR100408735B1 (en) * | 2001-08-06 | 2003-12-11 | 주식회사 바우 컨설탄트 | Construction method of retaining wall |
| JP4505037B2 (en) * | 2008-08-04 | 2010-07-14 | 修進建設有限会社 | Retaining wall forming block and retaining wall forming method |
-
1983
- 1983-06-17 JP JP9384883U patent/JPS604632U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS604632U (en) | 1985-01-14 |
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