JPS632530Y2 - - Google Patents

Info

Publication number
JPS632530Y2
JPS632530Y2 JP14253081U JP14253081U JPS632530Y2 JP S632530 Y2 JPS632530 Y2 JP S632530Y2 JP 14253081 U JP14253081 U JP 14253081U JP 14253081 U JP14253081 U JP 14253081U JP S632530 Y2 JPS632530 Y2 JP S632530Y2
Authority
JP
Japan
Prior art keywords
shaped
blocks
cement mortar
reinforcing bars
comb
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
Application number
JP14253081U
Other languages
Japanese (ja)
Other versions
JPS5845719U (en
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP14253081U priority Critical patent/JPS5845719U/en
Publication of JPS5845719U publication Critical patent/JPS5845719U/en
Application granted granted Critical
Publication of JPS632530Y2 publication Critical patent/JPS632530Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)

Description

【考案の詳細な説明】 水路は従来現場に型枠を組んで施工している
が、雨天や寒暖によつて工期が遅れたり、規格通
りにできない欠点に鑑み、本案は、組立式のブロ
ツク機構にして工期の軽減と堅牢な水路を廉価に
提供しようとする目的である。
[Detailed explanation of the idea] Conventionally, waterways are constructed by assembling formwork on site, but in view of the disadvantages that the construction period is delayed due to rainy weather, cold weather, and that it is not possible to meet the specifications, this idea is based on a prefabricated block mechanism. The purpose is to reduce the construction period and provide a robust waterway at a low price.

以下その詳細を図面に就いて説明すると、底辺
1を櫛形に形成したL型ブロツクAを所要数左右
の底辺1が所要間隔で対向するように長手方向に
連結し、該ブロツクに埋設する鉄筋2の端部露出
部を連結3し、該部をセメントモルタルで埋設し
てなる構成に係るものである。4は凹凸連結部を
示す。
The details will be explained below with reference to the drawings. A required number of L-shaped blocks A each having a comb-shaped base 1 are connected in the longitudinal direction so that the left and right bases 1 face each other at a required interval, and reinforcing bars 2 are embedded in the blocks. The exposed end portions are connected 3 and the portions are buried in cement mortar. 4 indicates a concavo-convex connecting portion.

本案は上記のように、L型ブロツクの底辺を櫛
形に形成すると共に底辺に露出する左右の鉄筋を
連結3して、セメントモルタル5で一体に埋設す
るから、底辺の櫛歯形間隙部にセメントモルタル
が浸入し、堅牢な底体6を形成し水路を形成する
ことができる。而してL型ブロツクAは工場生産
できるから施工現場では組立てて、底部の空隙部
や鉄筋をセメントモルタルで埋設するだけである
から工期を短縮するし、工場生産であるから工費
が軽減される等各実用上有効な考案である。
In this case, as described above, the bottom of the L-shaped block is formed into a comb shape, and the left and right reinforcing bars exposed at the bottom are connected 3 and buried together with cement mortar 5, so that the comb-shaped gap at the bottom is filled with cement mortar. can penetrate, form a robust bottom body 6, and form a waterway. Since L-shaped block A can be produced in a factory, all that is required is to assemble it at the construction site and fill in the voids and reinforcing bars at the bottom with cement mortar, which shortens the construction period, and because it is produced in a factory, construction costs are reduced. This is a practically effective idea.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本案水路の分解斜面図を示す。 The drawing shows an exploded slope view of the proposed canal.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 底辺を櫛形に形成したL型ブロツクを所要数左
右の底辺が所要間隔で対向するように長手方向に
連結し、該ブロツクに埋設する鉄筋の端部露出部
を連結し、該部をセメントモルタルで埋設してな
る組立式L型水路。
A required number of L-shaped blocks with comb-shaped bases are connected in the longitudinal direction so that the left and right bases face each other at the required interval, and the exposed ends of the reinforcing bars to be buried in the blocks are connected, and these parts are covered with cement mortar. A built-in L-shaped waterway built underground.
JP14253081U 1981-09-24 1981-09-24 Assembly type L type waterway Granted JPS5845719U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14253081U JPS5845719U (en) 1981-09-24 1981-09-24 Assembly type L type waterway

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14253081U JPS5845719U (en) 1981-09-24 1981-09-24 Assembly type L type waterway

Publications (2)

Publication Number Publication Date
JPS5845719U JPS5845719U (en) 1983-03-28
JPS632530Y2 true JPS632530Y2 (en) 1988-01-22

Family

ID=29935557

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14253081U Granted JPS5845719U (en) 1981-09-24 1981-09-24 Assembly type L type waterway

Country Status (1)

Country Link
JP (1) JPS5845719U (en)

Also Published As

Publication number Publication date
JPS5845719U (en) 1983-03-28

Similar Documents

Publication Publication Date Title
JPS632530Y2 (en)
JPH0248484Y2 (en)
KR200146327Y1 (en) An assembling block for a retaining wall
JPS6215349Y2 (en)
ES295737Y (en) TRANSPORTATION ANCHOR TO SECURE PREFABRICATED REINFORCED CONCRETE PARTS IN A LIFTING RIG
JPS627756Y2 (en)
JPS5828028Y2 (en) Reinforcement structure unit
JPH067075Y2 (en) Building foundation
JPH0348314Y2 (en)
SU1021740A1 (en) Building support
JPS6076127U (en) concrete fish bed channel
JPS5935670Y2 (en) combination road gutter
KR200289325Y1 (en) facing panel type columbarium unit
JPS624581Y2 (en)
JPS60175650A (en) Disposable frame
JPS6277243U (en)
JP2793975B2 (en) Entrance foundation structure
JPS5938563U (en) Concrete and single earth retention combined precast construction method
JPS6180879U (en)
JPS63190385U (en)
JPH0313618A (en) Continuous wall construction method using pc block
JPS63130507U (en)
JPS6255631U (en)
GB1451914A (en) Method of making a building element
JPH09228459A (en) Inverted u-shaped side drain