CN202730780U - 沿海软土深基坑筋膨凝边坡支护用横向串筋 - Google Patents

沿海软土深基坑筋膨凝边坡支护用横向串筋 Download PDF

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Publication number
CN202730780U
CN202730780U CN 201220328349 CN201220328349U CN202730780U CN 202730780 U CN202730780 U CN 202730780U CN 201220328349 CN201220328349 CN 201220328349 CN 201220328349 U CN201220328349 U CN 201220328349U CN 202730780 U CN202730780 U CN 202730780U
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China
Prior art keywords
reinforcement
foundation pit
soft soil
deep foundation
coastal soft
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Expired - Lifetime
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CN 201220328349
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English (en)
Inventor
王梦恕
葛加君
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JIANGSU SHUNTONG CONSTRUCTION GROUP CO Ltd
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JIANGSU SHUNTONG CONSTRUCTION GROUP CO Ltd
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Priority to CN 201220328349 priority Critical patent/CN202730780U/zh
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Abstract

本实用新型公开了一种沿海软土深基坑筋膨凝边坡支护用横向串筋,采用竹片形式,竹片厚度为0.2cm,宽度为1cm,长度为150cm,竹片一端呈尖头状。本实用新型结构合理,使用方便,使用效果好。

Description

沿海软土深基坑筋膨凝边坡支护用横向串筋
技术领域
本实用新型涉及一种沿海软土深基坑筋膨凝边坡支护用横向串筋。
背景技术
现有的沿海软土深基坑筋膨凝边坡支护用横向串筋,由于结构等原因,使用麻烦,使用效果不理想。
发明内容
本实用新型的目的在于提供一种结构合理,使用性能好的沿海软土深基坑筋膨凝边坡支护用横向串筋。
本实用新型的技术解决方案是:
一种沿海软土深基坑筋膨凝边坡支护用横向串筋,其特征是:采用竹片形式,竹片厚度为0.2cm,宽度为1cm,长度为150cm,竹片一端呈尖头状。
本实用新型结构合理,使用方便,使用效果好。
附图说明
下面结合附图和实施例对本实用新型作进一步说明。
图1是本实用新型一个实施例的结构示意图。
具体实施方式
一种沿海软土深基坑筋膨凝边坡支护用横向串筋,采用竹片1形式,竹片厚度为0.2cm,宽度为1cm,长度为150cm,竹片一端呈尖头状2。

Claims (1)

1.一种沿海软土深基坑筋膨凝边坡支护用横向串筋,其特征是:采用竹片形式,竹片厚度为0.2cm,宽度为1cm,长度为150cm,竹片一端呈尖头状。
CN 201220328349 2012-07-09 2012-07-09 沿海软土深基坑筋膨凝边坡支护用横向串筋 Expired - Lifetime CN202730780U (zh)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220328349 CN202730780U (zh) 2012-07-09 2012-07-09 沿海软土深基坑筋膨凝边坡支护用横向串筋

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220328349 CN202730780U (zh) 2012-07-09 2012-07-09 沿海软土深基坑筋膨凝边坡支护用横向串筋

Publications (1)

Publication Number Publication Date
CN202730780U true CN202730780U (zh) 2013-02-13

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220328349 Expired - Lifetime CN202730780U (zh) 2012-07-09 2012-07-09 沿海软土深基坑筋膨凝边坡支护用横向串筋

Country Status (1)

Country Link
CN (1) CN202730780U (zh)

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Granted publication date: 20130213

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