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Two-way composite floor slab with four sides without rib extending and free of formwork supporting and dismounting and construction method thereof

A technology of stacking floor and four sides, applied in the direction of floor, building structure, building, etc., can solve the mismatch between the prefabricated plate pressing grooves on both sides of the joint, unfavorable work efficiency guarantee and cost control, affecting the insertion of connecting steel bars into the pressing groove, etc. problems, to achieve the effect of improving the versatility of the template, convenient positioning, and improving construction efficiency

Pending Publication Date: 2021-04-06
CHINA CONSTR SCI & TECH CO LTD +2
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In addition, how to coordinate the errors of actual production, construction and installation, such as the floor slab spliced ​​with reserved pressure grooves on the side of the slab, the actual installation has the situation that the pressure grooves of the prefabricated slabs on both sides of the joint do not match, which affects the insertion of the connecting steel bars into the pressure grooves
When pouring laminated concrete after construction, if the separated joints are not sealed or formwork-supported, grout leakage will easily occur and the construction environment will be polluted. Second cleaning is required. If the joints are sealed or formwork is removed, It requires a certain amount of labor, which is not conducive to work efficiency assurance and cost control

Method used

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  • Two-way composite floor slab with four sides without rib extending and free of formwork supporting and dismounting and construction method thereof
  • Two-way composite floor slab with four sides without rib extending and free of formwork supporting and dismounting and construction method thereof
  • Two-way composite floor slab with four sides without rib extending and free of formwork supporting and dismounting and construction method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0038] see figure 1 and figure 2 , which shows a two-way laminated floor slab with no ribs on four sides and no formwork removal provided by this embodiment, which includes at least two prefabricated slabs 1, a cast-in-place laminated layer 2, and a prefabricated slab bottom stressed reinforcement mesh 3 , a number of truss reinforcement bars 4, additional reinforcement mesh 5, steel formwork mesh 6 and patchwork 7.

[0039] There are no ribs on the four sides of the prefabricated slab 1, and several truss steel bars 4 are vertically installed in the prefabricated slab 1 and the cast-in-place composite layer 2. Moreover, several truss reinforcement bars 4 are densely arranged near the side of the prefabricated slab 1 .

[0040] The prefabricated slab bottom stress reinforcement mesh 3 is horizontally laid on the bottom of the prefabricated slab 1 .

[0041] The joint 7 is located between two adjacent prefabricated panels 1, and a gap of a certain width is reserved at the j...

Embodiment 2

[0068]This embodiment provides a two-way laminated floor slab with no ribs on four sides and no support and formwork removal. The difference from Embodiment 1 is that the anti-cracking treatment layer 8' of this embodiment adopts a dry construction method. Please refer to Figure 8 , showing the structure of the anti-cracking treatment layer. The anti-cracking design of the joints at the bottom of the dry construction method is combined with the structure of the board edges. It also uses elastic materials 9 to seal the joints, and is connected by metal or non-metal gussets. The masking and covering of the seam of the board is carried out by means of a method.

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Abstract

The invention provides a two-way composite floor slab with four sides without rib extending and free of formwork supporting and dismounting and a construction method thereof. The two-way composite floor slab comprises at least two prefabricated slabs, a cast-in-place composite layer, prefabricated slab bottom stress steel bar nets, a plurality of truss steel bars, additional steel bar nets, steel formwork nets and abutted seams. The four sides of the prefabricated slabs are not provided with the ribs, the truss steel bars are vertically arranged in the prefabricated slabs and the cast-in-place composite layer in a penetrating mode, the abutted seams are located between every two adjacent prefabricated slabs, the steel formwork nets stretch across every two adjacent prefabricated slabs, each steel formwork net is provided with a net body and stiffening ribs protruding out of the net body, the stiffening ribs are embedded into gaps of the abutted seams, and the additional steel bar nets are transversely connected to the abutted seams and the steel formwork nets in an overlapped mode. According to the two-way composite floor slab, the four sides of the two-way composite floor slab are prevented from rib extending, meanwhile, the stress performance of the separated type seam parts and the two-way slabs is guaranteed, the structural safety is guaranteed, and the formwork supporting and dismounting procedures are simplified; and meanwhile, the problem of error coordination of actual production and construction installation of the separated type seams can be solved.

Description

technical field [0001] The invention belongs to the technical field of building construction, and in particular relates to a two-way laminated floor slab with no ribs on four sides and free from support and form removal and a construction method thereof. Background technique [0002] At present, truss reinforced concrete laminated floors are widely used in prefabricated buildings, of which two-way laminated floors are still mainly connected by integral joints. Post-cast belts and ribs on the four sides of the precast panels lead to poor formwork versatility, complex production process, increased difficulty in product protection and transportation, troublesome positioning of post-cast belts during installation of precast panels, and post-cast belts require wide seams after installation. Formwork support and formwork removal take up labor, which is not conducive to controlling the increasing labor costs. It can be seen that although the two-way laminated floor slab with integ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B5/38
CPCE04B5/38
Inventor 李志武王文静宋佳崔文肇于春义白聪敏
Owner CHINA CONSTR SCI & TECH CO LTD
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