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Construction method for casting prefabricated mass concrete beam by using special support devices

A technology of large-volume concrete and supporting devices, which is applied in the processing of building materials, construction, building construction, etc., can solve the problems of poor operability, low accuracy, engineering accidents, etc., to ensure construction quality, simple operation, The effect of shortening the construction period

Active Publication Date: 2014-04-02
MCC TIANGONG GROUP
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Although this method is simple, it is poor in operability in actual engineering, and is prone to engineering accidents due to the limitation of the construction personnel's operating level, and the accuracy of the operation is not high at the same time.

Method used

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  • Construction method for casting prefabricated mass concrete beam by using special support devices
  • Construction method for casting prefabricated mass concrete beam by using special support devices

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Embodiment Construction

[0019] The present invention will be further described in detail below through the specific examples, the following examples are only descriptive, not restrictive, and cannot limit the protection scope of the present invention with this.

[0020] A construction method for pouring an assembled mass concrete beam with a special supporting device, the method comprising the following steps:

[0021] (1) Calculate the usage quantity of the special support device, the shear modulus of the spring 11 in the special support device and the elastic modulus of the spring according to the total weight including the assembled mass concrete beam 1 and the template;

[0022] (2) Erect the scaffolding pole 5 and the scaffolding crossbar 4 and lock them with fasteners 6, fix the sweeping pole 7 at the lower end of the scaffolding pole, and determine the layout according to the calculated number of special support devices under the bottom mold of the assembled mass concrete beam The number of sc...

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Abstract

The invention relates to a construction method for casting a prefabricated mass concrete beam by using special support devices. The construction method comprises the steps: (1) calculating the number of used special support devices according to total weight; (2) locking a scaffold; (3) sleeving vertical rod sleeves, which are integrally formed beneath lower supporting stages, on the upper ends of scaffold vertical rods below a bottom mold and fixing by pin bolts, welding the lower ends of guiding tubes to the upsides of the lower supporting stages, sleeving springs on the external walls of the guiding tubes, and inserting guiding columns, which are integrally formed beneath upper supporting stages, into the guiding tubes; (4) fixedly mounting scaffold cross rods and wooden square beams at the upsides of the upper supporting stages; (5) carrying out first-time concrete pouring, and after predetermined strength is reached, carrying out second-time concrete pouring until the casting of a whole prefabricated mass concrete beam is completed. According to the construction method, the rigid connection between the beam and a support system after the first-time concrete pouring is completed is changed, and supported parts and the beam bottom mold form flexible connection, so that cast parts and the scaffold are cooperatively stressed during the second-time pouring of mass concrete.

Description

technical field [0001] The invention belongs to the field of concrete beam construction, in particular to a construction method for pouring an assembled large-volume concrete beam with a special supporting device. Background technique [0002] In the design of tall buildings, there are many designs of beam transfer floors. In order to reduce the weight of the first poured concrete during construction, reduce the amount of formwork support, and effectively reduce the cost of the project, the superimposed pouring method is generally used to set up the formwork during construction. In this construction method, how to effectively control the strength of the beams and scaffolds that have been poured after the first pouring to jointly support the weight and construction load of the second pouring concrete has become a key task to ensure the construction quality of the second pouring. . The common practice in the prior art is: during the construction of the beam transfer layer, a...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G21/00
Inventor 付永生申培利张晓平
Owner MCC TIANGONG GROUP
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