JPS5667015A - Construction of continuous underground wall and structural joint connection mechanism - Google Patents
Construction of continuous underground wall and structural joint connection mechanismInfo
- Publication number
- JPS5667015A JPS5667015A JP14161979A JP14161979A JPS5667015A JP S5667015 A JPS5667015 A JP S5667015A JP 14161979 A JP14161979 A JP 14161979A JP 14161979 A JP14161979 A JP 14161979A JP S5667015 A JPS5667015 A JP S5667015A
- Authority
- JP
- Japan
- Prior art keywords
- joint
- cage
- structural joint
- sliding
- depth
- 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.)
- Pending
Links
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
PURPOSE: To arrange so that the captioned wall of high reliability may be built efficiently and at low cost, by connecting the connected end of an iron-reinforced cage and the structural joint with a sliding crossover member provided along the element depth direction, and building in the structural joint freely moved out of position in a depth-wise direction.
CONSTITUTION: After building the iron-reinforced cage 3 into an excavated element 1, the structural joint 2 equipped with the sliding crossover member 5' corresponding to the sliding crossover member 5 of the cage 3 is built in the element 1 by crossing over and connecting to each other members 5, 5'. The joint 2 is composed of a leakage preventive plate 2a and a partition 2b connecting and carrying the preventive plate 2. Under this constitution, the joint 2 freely moves out of the cage 3 in an element 1 depth-wise direction, contacting or finding its way into the bottom of the element 1. Following this step, concrete 4 is placed using a Tremmy tube TM. After work was performed in this way, there is no necessity to use the joint 2 on a part bound with the preceding element 1 in the element 1 excavated adjacent to the preceding element 1. In addition, in a continuous element 1, the joint 2 has only to be used.
COPYRIGHT: (C)1981,JPO&Japio
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14161979A JPS5667015A (en) | 1979-11-01 | 1979-11-01 | Construction of continuous underground wall and structural joint connection mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14161979A JPS5667015A (en) | 1979-11-01 | 1979-11-01 | Construction of continuous underground wall and structural joint connection mechanism |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS5667015A true JPS5667015A (en) | 1981-06-05 |
Family
ID=15296247
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14161979A Pending JPS5667015A (en) | 1979-11-01 | 1979-11-01 | Construction of continuous underground wall and structural joint connection mechanism |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5667015A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04500544A (en) * | 1987-06-12 | 1992-01-30 | ファウンデイション テクノロジー ピーティーワイ リミテド | Reinforcement of continuous poured concrete walls |
-
1979
- 1979-11-01 JP JP14161979A patent/JPS5667015A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04500544A (en) * | 1987-06-12 | 1992-01-30 | ファウンデイション テクノロジー ピーティーワイ リミテド | Reinforcement of continuous poured concrete walls |
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