Steel bar planting-free construction method for constructional column steel bars
The invention relates to building construction, in particular to a constructional column steel bar planting-free construction method. The method comprises the following steps that S1, a steel plate is manufactured, and mounting holes are formed in the steel plate; s2, the sleeve is installed in the...
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creator | LI CHENHAO LIU SHIZHOU ZHANG HUIJIE YU ZHIFU ZHENG YATENG OUYANG SINAN ZHAO YAN YANG SHUO LI JIAQI CHEN BOTAO |
description | The invention relates to building construction, in particular to a constructional column steel bar planting-free construction method. The method comprises the following steps that S1, a steel plate is manufactured, and mounting holes are formed in the steel plate; s2, the sleeve is installed in the installation hole of the steel plate, and the sleeve and the steel plate form a steel plate assembly; s3, a steel plate assembly is placed, before main structure steel bars are bound, the steel plate assembly is placed at the installation position to serve as a protection layer cushion block, and after the main structure steel bars are bound, the steel plate assembly is installed again; s4, main body structure concrete pouring; s5, steel bar threading; s6, the steel bars are installed in the sleeves; s7, carrying out a pull-out test; and S8, binding constructional column steel bars. The device is easy to manufacture, convenient to operate and capable of bearing higher tension, and the steel bar planting quality is |
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The method comprises the following steps that S1, a steel plate is manufactured, and mounting holes are formed in the steel plate; s2, the sleeve is installed in the installation hole of the steel plate, and the sleeve and the steel plate form a steel plate assembly; s3, a steel plate assembly is placed, before main structure steel bars are bound, the steel plate assembly is placed at the installation position to serve as a protection layer cushion block, and after the main structure steel bars are bound, the steel plate assembly is installed again; s4, main body structure concrete pouring; s5, steel bar threading; s6, the steel bars are installed in the sleeves; s7, carrying out a pull-out test; and S8, binding constructional column steel bars. 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The method comprises the following steps that S1, a steel plate is manufactured, and mounting holes are formed in the steel plate; s2, the sleeve is installed in the installation hole of the steel plate, and the sleeve and the steel plate form a steel plate assembly; s3, a steel plate assembly is placed, before main structure steel bars are bound, the steel plate assembly is placed at the installation position to serve as a protection layer cushion block, and after the main structure steel bars are bound, the steel plate assembly is installed again; s4, main body structure concrete pouring; s5, steel bar threading; s6, the steel bars are installed in the sleeves; s7, carrying out a pull-out test; and S8, binding constructional column steel bars. The device is easy to manufacture, convenient to operate and capable of bearing higher tension, and the steel bar planting quality is</abstract><oa>free_for_read</oa></addata></record> |
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subjects | BUILDING BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE BUILDING MATERIALS FIXED CONSTRUCTIONS FORMS HANDLING BUILDING MATERIALS ON THE SITE REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS SCAFFOLDING SHUTTERING STRUCTURAL ELEMENTS |
title | Steel bar planting-free construction method for constructional column steel bars |
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