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Continuous construction method of floor system

A construction method and floor covering technology, applied to floors, building components, buildings, etc., can solve the problems of long construction period, large formwork occupation, and long turnover period, and achieve the goals of shortening construction period, improving turnover efficiency, and reducing occupation time Effect

Active Publication Date: 2019-04-26
贵州皆盈科技开发有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Even if two sets of formwork are prepared, the construction period of each floor needs seven days. The traditional construction process not only has a long construction period, but also takes up a lot of formwork and a long turnaround period, which makes the construction period long and the cost is high. Therefore, the development of a The construction method that can be demoulded early and can be constructed continuously is meaningful for shortening the construction period and reducing the project cost

Method used

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  • Continuous construction method of floor system
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  • Continuous construction method of floor system

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0038] Embodiment 1: as attached Figure 1~2 As shown, a continuous construction method of the floor. During the construction of the floor, a force transmission device 1 is embedded in the floor, and the force transmission device 1 is temporarily connected to the support 2 between the upper and lower adjacent floors. , so that the load acting on the upper support 2 can be transferred to the lower support 2 through the force transmission device 1 .

[0039] Force transmission device 1, its shape is as Figure 5 As shown, it can be mass-produced in the factory, and can be made of steel bars, or steel pipes, or section steel.

[0040] Concrete prefabricated cylindrical rib 4, its shape is as Figure 7 As shown, mass produced at the factory.

[0041] Concrete prefabricated mold box 6, its shape is as Figure 7 As shown, mass produced at the factory.

[0042] Concrete prefabricated slab 3, its shape is as Image 6 As shown, mass produced at the factory.

[0043] A kind of fl...

Embodiment 2

[0060] Embodiment 2: A kind of continuous construction method of floor, bottom template 5 adopts aluminum mold to reuse, and carries out according to the following steps:

[0061] 1) Install support 2 according to the determined position.

[0062] 2) Every three adjacent supports 2 are connected as a triangular horizontal support.

[0063] 3) Install the force transmission device 1 on the top surface of the support.

[0064] 4) Repeat the previous three steps on the top surface of the force transmission device 1.

[0065] 5) While performing step 4, install the formwork 5 at the bottom of the floor and connect it to the side or bottom of the support 2.

[0066] 6) Install prefabricated components, steel bars and laminated concrete pouring on all floors where support 2 has been installed.

[0067] 7) When the laminated concrete reaches the form removal strength, remove the formwork 5 at the bottom of the floor.

[0068] 8) When the concrete strength of the floor reaches the...

Embodiment 3

[0069] Embodiment 3: A kind of continuous construction method of floor, bottom template 5 adopts prefabricated concrete member, carries out according to the following steps:

[0070] 1) Install support 2 according to the determined position.

[0071] 2) Every three adjacent supports 2 are connected as a triangular horizontal support.

[0072] 3) Install the force transmission device 1 on the top surface of the support.

[0073] 4) Repeat the previous three steps on the top surface of the force transmission device 1.

[0074] 5) While performing step 4, install the formwork 5 at the bottom of the floor and connect it to the side or bottom of the support 2.

[0075] 6) Install prefabricated components, steel bars and laminated concrete pouring on all floors where support 2 has been installed.

[0076] 7) When the concrete strength of the floor reaches the strength requirement, remove the support 2 of each floor from bottom to top.

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Abstract

The invention discloses a continuous construction method of a floor system. When the floor system is in construction, a force transferring apparatus is embedded in the floor system, and the force transferring apparatus is temporarily connected with a support between adjacent upper and lower floor systems, so that a load acting on the upper support is transferred onto the lower support by virtue ofthe force transferring apparatus. The force transferring apparatus which is embedded in the floor system is used to be connected with the support between the upper and lower floor systems, so that the gravity load and construction load of the floor system have to be transferred onto the support by the force transferring apparatus, a template can be disassembled early, the circulation efficiency of the template can be improved, each layer of floor systems can be continuously supported, continuously constructed or constructed in parallel or synchronously, the construction method is simple in operation, and a good application effect is achieved.

Description

technical field [0001] The invention relates to a floor, in particular to a continuous construction method for a floor, and belongs to the technical field of building construction. Background technique [0002] In the traditional building floor construction technology, the construction of the upper floor is generally carried out after the construction of the floor of this floor is completed, especially for the floor structure with cast-in-place reinforced concrete. The construction of the upper floor can only be carried out after the strength of the floor. It is especially emphasized that the formwork used for floor construction is supported on the support. In this way, it is necessary to wait for the reinforced concrete structure of the floor to reach sufficient The support of this layer can only be removed after the bearing capacity is reached, and then the formwork of this layer can be removed. Therefore, more than two sets of formwork must be prepared to meet the require...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B5/23
CPCE04B5/23
Inventor 谢琦谢孟
Owner 贵州皆盈科技开发有限公司