Basement bottom plate rear pouring tape construction method

A basement floor and construction method technology, applied in the direction of basic structure engineering, building components, protective devices, etc., can solve the problems of construction quality impact, effort, time-consuming, etc.

Active Publication Date: 2010-04-21
ZHEJIANG YIJIAN CONSTR GROUP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the current post-cast construction method of the basement floor cannot avoid the problem that the steel bars under the basement floor are buried by cement slurry or sundries. It is time-consuming and laborious to clean up, and the effect is not good, which affects the construction quality.

Method used

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  • Basement bottom plate rear pouring tape construction method
  • Basement bottom plate rear pouring tape construction method

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Embodiment Construction

[0021] The present invention will be further described below in conjunction with the drawings, and specific implementations will be given.

[0022] The steps of the basement floor post-pouring belt construction method are: the basement floor post-pouring belt construction method is characterized by including the following steps: 1) The plain concrete cushion 9 is extended and poured under the post-pouring belt 1, with large height errors or Defects should be corrected and flattened; 2) Reinforced cushion 10 and corresponding drainage ditch 7 and expansion joints 6 should be poured on top of plain concrete cushion 9; Sewage drainage ditch 7 and expansion joint 6 are matched in the middle of cushion layer 10, rubber waterstop 8 is placed at expansion joint 6, and the corresponding sides of sewage ditch 7 and expansion joint 6 are moulded, and the side reinforced cushion layer 10 is poured; b .Remove the template on one side of the sewage ditch 7, the expansion joint 6, and place th...

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Abstract

A late poured band construction method of basement soleplate belongs to the technical field of building construction, and is characterized in that a plain concrete cushion is poured and extended belowa late poured band, a reinforced cushion as well as corresponding drainage ditches and dilatation joints are poured and installed above the plain concrete cushion; after the reinforcing steel bars ofbasement soleplate are finished to be bundled, one side of the late poured band is supported and poured with concrete, and the other side of the same basement soleplate is poured with concrete; the late poured band is cleaned and is poured with concrete so as to finally be sealed. The late poured band construction method of basement soleplate greatly reduces the operation capacity of chiseling off loosened concrete at both sides of the late poured band, thereby favourably guaranteeing the reliable connection between the basement soleplate and the reinforcing bar cushion, avoiding gaps betweenthe basement soleplate and the reinforcing bar cushion due to shrinkage, effectively preventing groundwater from entering before the late poured band is sealed, and keeping dryness inside the basement; otherwise, the reinforcing steel bars under the basement soleplate are avoided to be buried by cement paste or sundries, thereby reducing the labor cleaning strength, and greatly improving the construction quality of late poured band.

Description

Technical field [0001] The invention belongs to the technical field of building construction, and specifically relates to a construction method of a basement bottom plate post-pouring belt. Background technique [0002] Since the reform and opening up, especially in the past ten years, my country’s social economy has developed rapidly, the scale of construction has become larger and larger, and the structural forms have become more complex and diverse, especially the ultra-long and ultra-deep basement structures and the connection of high-rise main buildings with low-rise or multi-story podiums There are many structural forms. In order to ensure the integrity of the structure and the impermeability of the basement structure, the design usually adopts the form of post-cast belt as a temporary deformation joint left in the cast-in-situ monolithic reinforced concrete structure. After the main structure is completed for a certain period of time and the settlement is basically stable,...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D31/02E04B1/68
Inventor 沈小和王凯栋邵凯平汪华宾毛以卫
Owner ZHEJIANG YIJIAN CONSTR GROUP
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