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Large-span concrete four-slope flat reticulated shell-simulating roof structure and manufacturing method thereof

A production method and concrete technology, applied in the direction of roofs, building components, building structures, etc., can solve the problems of unfavorable shell force and difficult production, and achieve the effect of reducing heating costs, eliminating flow problems, and reducing construction difficulty.

Pending Publication Date: 2018-05-11
GUIZHOU UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

When the grid is divided parallel to the boundary, the shape of the prefabricated shell plate is not exactly the same, but because of the symmetry, the consumption of the formwork during the prefabrication of the shell plate can be reduced; when the grid is divided according to concentric circles, the seam after the shell plate is placed It is often consistent with the direction of the main internal force, which is not conducive to the force of the shell
Regardless of the mesh division method, in order to eliminate the stress concentration phenomenon of the shell, the shell plate needs to be made into a slightly curved flat plate, so the manufacturing difficulty of the shell plate prefabrication is relatively large

Method used

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  • Large-span concrete four-slope flat reticulated shell-simulating roof structure and manufacturing method thereof
  • Large-span concrete four-slope flat reticulated shell-simulating roof structure and manufacturing method thereof
  • Large-span concrete four-slope flat reticulated shell-simulating roof structure and manufacturing method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0034] Embodiment 1 of the present invention: adopt cast-in-place concrete mode to make, concrete construction steps are:

[0035] (1) Set up a full house of scaffolding. Place the bottom form of the lower chord 6 of the edge truss, bind the reinforcement cage of the lower chord 6 and the web 5, and place the side forms of the lower chord 6 and the web 5.

[0036] (2) pouring the concrete of the lower chord 6, and pouring the concrete of the web bar 5 after the initial setting.

[0037] (3) Place the formwork of edge truss upper chord 4, ridgeline arch 3, rib 1 and roof panel 2 on the full hall scaffolding.

[0038] (4) Bind the steel bars of the upper chord 4 of the edge truss, the ridge line arch 3, the rib 1 and the roof panel 2.

[0039] (5) Refer to 10, divide the concrete pouring area according to the interval of 3m ~ 5m, and install steel mesh partitions on the roof panel 2 at a interval of 1m before pouring, and push the concrete upward from the lowest point A of the r...

Embodiment 2

[0041] Embodiment 2 of the present invention: adopt prefabricated assembly mode to make roof, concrete implementation steps are:

[0042] (1) see Figure 11 and Figure 12 , the prefabricated roof panel 2 and the cross-shaped frame composed of ribs 1 are prefabricated on the ground using a stereotyped formwork. When making the cross, the concrete within the thickness δ range of the roof panel 2 is not poured, and at the central node of the cross, each side of the concrete needs to protrude from the side of the rib by not less than 50mm, which is used for placing the prefabricated roof panel 2.

[0043] (2) Set up a full house of scaffolding. Place the bottom form of the lower chord 6 of the edge truss, bind the reinforcement cage of the lower chord 6 and the web 5, and place the side forms of the lower chord 6 and the web 5.

[0044] (3) pouring the concrete of the lower chord 6, and pouring the concrete of the web bar 5 after the initial setting.

[0045] (4) Place the fo...

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Abstract

The invention discloses a large-span concrete four-slope flat reticulated shell-simulating roof structure and a manufacturing method thereof. The large-span concrete four-slope flat reticulated shell-simulating roof structure is formed in the mode that four multi-rib flat plates provided with grids in a uniform dividing mode are placed obliquely and converged at a ridge arch; the ridge arch and the multi-rib flat plates are supported on an edge truss; the edge truss is an open-web truss; and cornices and cornice sealing beams are arranged on the periphery of a roof. The manufacturing method ofthe large-span concrete four-slope flat reticulated shell-simulating roof structure comprises a cast-in-place mode or a prefabrication and assembly mode, specifically, in the cast-in-place mode, concrete pouring of all members is conducted through an all-round formwork, and in the prefabrication and assembly mode, the edge truss and the ridge arch are cast in place, multi-rib beams are prefabricated into crosses, the multi-rib beams and a prefabricated roof board are assembled on site, then concrete is poured in place partially, and thus manufacturing of the roof is completed. The large-spanconcrete four-slope flat reticulated shell-simulating roof structure can be used for public building roofs, the purpose of building the large-span roof with concrete materials is achieved, the sound concentration phenomenon of the shell structure can be relieved, construction difficulty is low, and the later maintenance cost of the roof is reduced.

Description

technical field [0001] The invention belongs to the technical field of building concrete structures, and in particular relates to a four-slope quasi-flat reticulated shell roof structure and a manufacturing method thereof for building buildings using reinforced concrete materials. Background technique [0002] Flat shell refers to the shell whose ratio of the height of the sag to the short side of the bottom is less than or equal to 1 / 5. It is a mature thin-walled space structure type and is usually used as a building roof structure. It has the advantages of small building space, beautiful shape, and good drainage. And other advantages, but there are disadvantages of poor acoustics and complex construction formwork. [0003] When a flat shell is cut from a spherical surface, it is called a spherical flat shell; when a curved generatrix is ​​used to move and form in space along two straight lines, it is called a hyperbolic flat shell. The calculation example done by Xiao Chi...

Claims

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Application Information

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IPC IPC(8): E04B7/02E04G21/00
CPCE04B7/02E04G21/00
Inventor 张华刚张钰方强吴琴宋勇杨碧超张鑫陈红鸟魏艳辉姜腾钊
Owner GUIZHOU UNIV
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