JPH0289027U - - Google Patents
Info
- Publication number
- JPH0289027U JPH0289027U JP16577588U JP16577588U JPH0289027U JP H0289027 U JPH0289027 U JP H0289027U JP 16577588 U JP16577588 U JP 16577588U JP 16577588 U JP16577588 U JP 16577588U JP H0289027 U JPH0289027 U JP H0289027U
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing bars
- anchor reinforcing
- water stop
- wall
- stop plates
- 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
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 238000005192 partition Methods 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
Landscapes
- Reinforcement Elements For Buildings (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Description
第1図は本考案に係わる連続地中壁用鉛直継手
の一実施例を示す斜視図、第2図及び第3図は本
実施例の継手の平面図及び側面図、第4図は従来
の連続地中壁用鉛直継手を示す正面図である。
1…連続地中壁用鉛直継手、2…仕切鋼板、3
…止水プレート、4…アンカー鉄筋、5…スタツ
ドボルト。
Fig. 1 is a perspective view showing an embodiment of a vertical joint for continuous underground walls according to the present invention, Figs. 2 and 3 are a plan view and a side view of the joint of this embodiment, and Fig. 4 is a conventional It is a front view showing a vertical joint for continuous underground walls. 1... Vertical joint for continuous underground wall, 2... Partition steel plate, 3
…Water stop plate, 4…Anchor reinforcing bar, 5…Stud bolt.
Claims (1)
境に配置されて前記先行壁の端部を仕切る仕切鋼
板の両面に左右対称に各一対の止水プレートが一
体に連設され、前記各一対の止水プレートにはア
ンカー鉄筋が所定間隔で溶接されている連続地中
壁用鉛直継手において、前記各アンカー鉄筋は略
U字形状に形成されるとともに前記止水プレート
の対向した内面に夫々水平に溶着されており、前
記アンカー鉄筋とアンカー鉄筋との間の止水プレ
ートの対向内面にスタツドボルトが溶着されて成
ることを特徴とする連続地中壁用鉛直継手。 When constructing a continuous underground wall, a pair of water stop plates are installed symmetrically on both sides of a partition steel plate that is placed at the boundary between a leading wall and a trailing wall to partition the ends of the leading wall. , in a vertical joint for a continuous underground wall, in which anchor reinforcing bars are welded to each pair of water stop plates at predetermined intervals, each of the anchor reinforcing bars is formed in a substantially U-shape, and the anchor reinforcing bars are formed in a substantially U-shape, and 1. A vertical joint for a continuous underground wall, characterized in that stud bolts are welded horizontally to the inner surfaces of the water stop plates between the anchor reinforcing bars, and stud bolts are welded to the opposing inner surfaces of the water stop plates between the anchor reinforcing bars.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16577588U JPH0526109Y2 (en) | 1988-12-23 | 1988-12-23 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16577588U JPH0526109Y2 (en) | 1988-12-23 | 1988-12-23 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0289027U true JPH0289027U (en) | 1990-07-13 |
JPH0526109Y2 JPH0526109Y2 (en) | 1993-07-01 |
Family
ID=31452568
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16577588U Expired - Lifetime JPH0526109Y2 (en) | 1988-12-23 | 1988-12-23 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0526109Y2 (en) |
-
1988
- 1988-12-23 JP JP16577588U patent/JPH0526109Y2/ja not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH0526109Y2 (en) | 1993-07-01 |
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