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Support for overweight precision embedded part and construction method thereof

A construction method and technology of embedded parts, which are applied in the support of overweight precision embedded parts and its construction field, can solve the problems of direct impact of vibrating rods on embedded parts, insufficient bearing capacity of embedded part supports, and weak foundation of embedded part supports, etc., and achieve improvement The effect of anti-vibration performance

Inactive Publication Date: 2015-06-24
CHINA CONSTR SECOND ENG BUREAU LTD
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  • Summary
  • Abstract
  • Description
  • Claims
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Problems solved by technology

[0008] The research team used scientific methods to analyze the causes of stalks, and determined that the main problems in the current construction method of embedded parts are: the foundation of the embedded parts support is not firm; the bearing capacity of the embedded parts support is insufficient; the embedded parts support is too sensitive to external vibration; the vibrating rod directly Collision embedded parts, etc.

Method used

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  • Support for overweight precision embedded part and construction method thereof
  • Support for overweight precision embedded part and construction method thereof
  • Support for overweight precision embedded part and construction method thereof

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Experimental program
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Embodiment 1

[0038] See attached Figure 1-7 :

[0039] 1Construction preparation

[0040] 1.1 Personnel preparation

[0041] When installing embedded parts, there are many cross-operations with civil engineering steel bars, formwork, and concrete. Before the bottom reinforcement of civil engineering is bound, the embedded part brackets and embedded parts are placed, and the final correction and positioning are performed after the steel bars are bound. Due to the tight construction period, the construction team and construction personnel of the embedded parts team should be reasonably arranged in the preparation stage to improve efficiency so that the work can be completed according to quality and quantity.

[0042] Table 2 Personnel Preparation Form

[0043]

[0044] 1.2 Measuring equipment preparation

[0045] Table 3 Measuring Equipment Preparation Form

[0046]

[0047] 1.3 Preparation of construction equipment

[0048] Before construction, the integrity and reliability of ...

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PUM

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Abstract

The invention discloses a construction method of a support for an overweight precision embedded part. The support for an overweight precision embedded part is composed of vertical columns (4), beams (5) and connection rods (6). The four vertical columns (4) are vertically arranged, each beam (5) is connected with the top ends of two vertical columns (4), and four beams (5) connect four vertical columns (4). One end of each of every three connection rods (6) is connected with the center of one vertical column (4), the other ends of the three connection rods (6) are connected with the top end, the center and the lower end of another vertical column (4), and the two vertical columns (4) are fixed and connected. The embedded part independent supporting method adopted in the support and the method is not involved in an existing embedding method of the embedded part. By means of the technical method, the high precision requirement of the overweight precision embedded part can be met. A stress supporting point of the embedded part is firm and cannot be influenced by the outside, it is ensured that the support for the embedded part meets the requirements of loads of various self-weights, and anti-vibration performance of the embedded part is improved.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a support for an overweight precision embedded part and its construction. Background technique [0002] The conventional installation method of embedded parts is directly welded on the beam reinforcement or fixed on the formwork. [0003] According to the current "Code for Construction Quality Acceptance of Concrete Structure Engineering GB50204-2002 (2011 Edition)", the accuracy requirements are: [0004] The allowable deviation of the center position of the embedded steel plate is 10mm, and the allowable deviation of the flatness of the concrete surface is 8mm. The actual construction effect of the conventional embedded parts installation method is poor, and the deviation of the plane position may even reach 50mm. Moreover, the installation of conventional embedded parts generally does not emphasize the parallelism with the horizontal plane, and the final effect ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04G25/02
Inventor 徐小洋吕福磊白贺昶王伟季文涛
Owner CHINA CONSTR SECOND ENG BUREAU LTD