JPS6371294U - - Google Patents
Info
- Publication number
- JPS6371294U JPS6371294U JP16707286U JP16707286U JPS6371294U JP S6371294 U JPS6371294 U JP S6371294U JP 16707286 U JP16707286 U JP 16707286U JP 16707286 U JP16707286 U JP 16707286U JP S6371294 U JPS6371294 U JP S6371294U
- Authority
- JP
- Japan
- Prior art keywords
- steel pipe
- pipe sheet
- horizontal steel
- sheet piles
- joint
- 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
- 239000000463 material Substances 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 239000004570 mortar (masonry) Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Description
第1図a〜dおよび第2図はこの考案の実施例
を示す断面図、第3図a、第4図a,第5図a、
および第6図aは実験方法を示す正面図、第3図
b、第4図b、第5図bおよび第6図bは実験結
果を示すグラフ、第7図はパイプビーム工法の概
要を示す断面図、第8図a〜jは従来例を示す断
面図である。
1……鋼管矢板、2……継手、3……硬化材保
持部材、4……硬化材、5……折曲部、6……受
梁、7……支持杭、8……コンクリートボツクス
、9……ベースプレート、10……支持部材、1
1……加力部材。
Figures 1 a to d and 2 are sectional views showing embodiments of this invention, Figure 3 a, Figure 4 a, Figure 5 a,
Figure 6a is a front view showing the experimental method, Figure 3b, Figure 4b, Figure 5b and Figure 6b are graphs showing the experimental results, and Figure 7 shows an outline of the pipe beam construction method. 8A to 8J are cross-sectional views showing a conventional example. 1... Steel pipe sheet pile, 2... Joint, 3... Hardened material holding member, 4... Hardened material, 5... Bent part, 6... Support beam, 7... Support pile, 8... Concrete box, 9... Base plate, 10... Support member, 1
1... Force applying member.
Claims (1)
いて、前記継手の下側または上側に所定間隔をお
いて、前記両水平鋼管矢板にまたがる硬化材保持
部材を設け、前記継手と該硬化材保持部材間に硬
化材を充填してなることを特徴とする水平鋼管矢
板の連結構造。 (2) 硬化材保持部材は板材、線材または形鋼で
ある実用新案登録請求の範囲第1項記載の水平鋼
管矢板の連結構造。 (3) 硬化材はモルタルである実用新案登録請求
の範囲第1項記載の水平鋼管矢板の連結構造。[Claims for Utility Model Registration] (1) For adjacent horizontal steel pipe sheet piles that are connected by a joint, a hardened material holding member that spans both horizontal steel pipe sheet piles is provided at a predetermined interval below or above the joint. A connection structure for horizontal steel pipe sheet piles, characterized in that a hardening material is filled between the joint and the hardening material holding member. (2) The horizontal steel pipe sheet pile connection structure according to claim 1, wherein the hardened material holding member is a plate material, wire rod, or shaped steel. (3) The connecting structure of horizontal steel pipe sheet piles according to claim 1 of the utility model registration claim, wherein the hardening material is mortar.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16707286U JPS6371294U (en) | 1986-10-30 | 1986-10-30 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16707286U JPS6371294U (en) | 1986-10-30 | 1986-10-30 |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6371294U true JPS6371294U (en) | 1988-05-13 |
Family
ID=31098658
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16707286U Pending JPS6371294U (en) | 1986-10-30 | 1986-10-30 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6371294U (en) |
-
1986
- 1986-10-30 JP JP16707286U patent/JPS6371294U/ja active Pending