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Finished product post-cast strip

A technology of post-casting strips and finished products, which is applied to building components, building insulation materials, buildings, etc., can solve the problems of waste of materials and manpower, time-consuming secondary drilling, time-consuming processing of steel bars and steel wire mesh, etc., to speed up advancement and backfilling , Put an end to common quality problems and reduce construction costs

Pending Publication Date: 2019-10-25
JIANGXI GUOJIN CONSTR GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] 1. The construction process is cumbersome, and the processing of steel bars and steel wire mesh is time-consuming. At the same time, the degree of cooperation with the corresponding team is required during the installation process;
[0004] 2. The secondary drilling after the completion of the construction of the traditional post-pouring belt floor, roof, floor, shear wall and other parts is time-consuming and wastes a lot of manpower and financial resources;
[0005] 3. The traditional post-casting belt needs secondary formwork after the roof, floor, shear wall and other parts reach the age, which wastes materials and manpower

Method used

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  • Finished product post-cast strip
  • Finished product post-cast strip
  • Finished product post-cast strip

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0064] see Figure 1~3 The post-casting belt of the finished beam includes a semi-closed groove body composed of stainless steel 1 which is fully welded by argon arc welding, steel bars on the floor slab 2, steel bars under the floor slab 3, rubber waterstop 4, concrete shrinkage compensation angle 5 and wear-through Socket 6, wherein the top ends of the semi-closed groove body are respectively provided with outwardly extending ends, and the bottom ends of the semi-closed groove body are respectively provided with concrete shrinkage compensation angles 5, and the height of the semi-closed groove body is the same as that of the floor The plate thickness is equal, and a penetration hole 6 is provided on the semi-closed groove body. After the steel bar 2 on the floor plate and the steel bar 3 under the floor slab are symmetrically inserted on the semi-closed groove body through the penetration hole 6, the rubber stop The hose 4 is blocked on the penetration hole 6;

[0065] The ...

Embodiment 2

[0077] see Figure 4~6 The post-casting belt of the finished bottom plate includes a semi-closed groove body composed of stainless steel 1 that is fully welded by argon arc welding, steel bars on the floor slab 2, steel bars under the floor slab 3, rubber waterstop 4, concrete shrinkage compensation angle 5 and wear-through Socket 6, wherein the top ends of the semi-closed groove body are respectively provided with outwardly extending ends, and the bottom ends of the semi-closed groove body are respectively provided with concrete shrinkage compensation angles 5, and the height of the semi-closed groove body is in accordance with the design The plate thickness is equal, and a penetration hole 6 is provided on the semi-closed groove body. After the steel bar 2 on the floor plate and the steel bar 3 under the floor slab are symmetrically inserted on the semi-closed groove body through the penetration hole 6, the rubber stop The hose 4 is blocked on the penetration hole 6;

[007...

Embodiment 3

[0088] see Figure 7-8The post-casting belt of the finished exterior wall includes a semi-closed groove body composed of stainless steel 1 that is fully welded by argon arc welding, rubber waterstop 4, concrete shrinkage compensation angle 5, penetration hole 6, steel bar 7 on the shear wall and The steel bars 8 under the shear wall, wherein the top ends of the semi-closed groove body are respectively provided with outwardly extending ends, the bottom ends of the semi-closed groove body are respectively provided with concrete shrinkage compensation angles 5, and the semi-closed groove body The height is equal to the thickness of the shear wall, and a penetration hole 6 is provided on the semi-closed groove body, and the steel bar 7 on the shear wall and the steel bar 8 below the shear wall are symmetrically inserted in the semi-closed groove body through the penetration hole 6 After putting it on, seal the rubber waterstop 4 on the penetration hole 6;

[0089] The penetration...

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Abstract

The invention relates to a finished product post-cast strip which comprises a semi-closed groove body formed by stainless steel through argon arc welding full welding, a floor plate upper reinforcingsteel bar, a floor plate lower reinforcing steel bar, a rubber water-stop belt and concrete shrinkage angles. Outwards extending end heads are arranged at the two ends of the top part of the semi-closed groove body; the concrete shrinkage angles are arranged at the two ends of the bottom part of the semi-closed groove body; the height of the semi-closed groove body is equal to the thickness of a floor plate; penetrating holes are formed in the semi-closed groove body; and after the floor plate upper reinforcing steel bar and the floor plate lower reinforcing steel bar symmetrically penetrate through the semi-closed groove body through the penetrating holes, the rubber water-stop belt is blocked on the penetrating holes. The finished product post-cast strip provided by the invention is suitable for construction on parts such as a bottom plate, a top plate, a floor slab and a shear wall, can effectively solve the problem existingin traditional post-cast strip construction, and facilitatesmaterial takingand processing, is standard in turning lathe flow process, and convenient and fast to install; and all common quality problems of a traditional post-cast strip can be effectively eradicated completely, and meanwhile, the construction cost can be effectively reduced.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a finished post-cast belt. Background technique [0002] There are following deficiencies in the traditional post-cast construction with bottom slab, roof slab, floor slab, shear wall and other parts: [0003] 1. The construction process is cumbersome, and the processing of steel bars and steel mesh is time-consuming. At the same time, the degree of cooperation with the corresponding team is required during the installation process; [0004] 2. It takes time and wastes a lot of manpower and financial resources to dig the second time after the completion of the construction of the traditional post-pouring belt bottom plate, roof plate, floor plate, shear wall and other parts; [0005] 3. The traditional post-cast belt needs secondary formwork after the roof, floor, shear wall and other parts reach the age, which wastes materials and manpower. Contents of the inven...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/68
CPCE04B1/6803E04B1/6806
Inventor 熊宗镇李小东李彪熊宗明熊国全
Owner JIANGXI GUOJIN CONSTR GRP CO LTD
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