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Structure force bearing type mould plate construction unit

A load-bearing, formwork component technology, applied in building components, floor slabs, building structures, etc., can solve the problems of inconvenient pipeline penetration, low shear resistance, and poor integrity.

Inactive Publication Date: 2007-01-31
邱则有
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

", in this utility model patent scheme, the floor slab is composed of multiple reinforced concrete prefabricated components, and the two-way structure is formed by forming a criss-cross layout with existing steel bars and reinforced concrete prefabricated components, without the need for on-site formwork. The existing steel bars and the original steel bars of the reinforced concrete prefabricated components form a criss-cross layout, which can bear two-way loads. However, it is a one-way structure and requires existing steel bars to bear two-way loads. Moreover, the longitudinal rib structure of its components causes Horizontal partition, inconvenient for pipeline penetration, low shear resistance of the superimposed interface between cast-in-place concrete and formwork, large consumption of steel bars and concrete for floor or roof construction, high cost, and poor integrity

Method used

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  • Structure force bearing type mould plate construction unit
  • Structure force bearing type mould plate construction unit
  • Structure force bearing type mould plate construction unit

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Embodiment Construction

[0076] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0077] As shown in the drawings, the present invention includes a formwork 1, which is characterized in that it also includes at least one network frame 2. The network frame 2 is arranged on the formwork 1 and connected to form a whole. The network frame 2 is provided with an upper chord 3 and a lower chord 4. 1. Webs 5, the webs 5 are connected with the upper chord 3 and the lower chord 4, and at least three webs 5 are connected at at least one node 6, forming a net-like three-dimensional rod structure with each other. In each accompanying drawing, 1 is a template, 2 is a network frame, 3 is an upper chord, 4 is a lower chord, 5 is a web, and 6 is a node. In the following drawings, those with the same number have the same description. Such as figure 1 As shown, the structural load-bearing formwork member includes a formwork 1, and the formwork member ...

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Abstract

A structural-load-carrying template component includes the template (1) and at least one web shelf (2) which is set on the template and connected to form the whole. The web shelf is installed with the upper chord (3), the lower chord (4) and the web member (5) which is connected with the (3) and the (4). At least three connected web members are in at least one node (6) to form the reticular three-dimensional member bar structure. So it is used for the hollow board, the floor, the roof, the base soleplate, the wall and the bridge of pouring reinforced concrete or the prestressed reinforced concrete, especially for the hollow floor with no girder.

Description

(1) Technical field [0001] The invention relates to a structural load-bearing template component. (2) Background technology [0002] At present, the floors and roofs of multi-high-rise buildings are mainly cast-in-place concrete as a whole. The general construction method is to set up temporary scaffolding at the construction site, set up formwork, and configure steel bars according to needs, and then carry out concrete construction on site. pouring. Instead of the formwork used on site, the so-called prefabricated formwork is manufactured in the factory in advance, and then the prefabricated formwork is moved into the site and installed on the corresponding scaffolding for construction. Due to its advanced workability, the construction period can be shortened, so It has been widely used in recent years. Such prefabricated formwork includes profiled steel plate, concrete formwork and prestressed concrete formwork, etc. However, this type of prefabricated formwork also has ...

Claims

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Application Information

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IPC IPC(8): E04B5/36
Inventor 邱则有
Owner 邱则有
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