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Hollow shear wall vertical reserved steel bar fixing device and construction method thereof

A technology for reserving steel bars and fixing devices, which is applied in the processing of walls and building materials, construction, etc., can solve the problems of structural system damage, structural strength reduction, low positioning effect, etc., and achieve quality improvement, construction efficiency, and no construction Garbage and Pollution Effects

Pending Publication Date: 2022-08-02
CHINA CONSTR EIGHTH ENG DIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The size of the vertical reserved steel bars in the traditional shear wall is large, while the size of the reserved vertical steel bars in the prefabricated grid-shaped hollow shear wall is small, the positioning effect is low, and the amount of steel bars is seriously wasted.
The on-site construction workers who carry out the next step of concrete pouring process are likely to damage the positioning of the reserved vertical reinforcement of the prefabricated grid-shaped hollow shear wall, which makes the reserved vertical reinforcement of the prefabricated grid-shaped hollow shear wall deviate, the structural system is damaged, and the structural strength reduce

Method used

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  • Hollow shear wall vertical reserved steel bar fixing device and construction method thereof
  • Hollow shear wall vertical reserved steel bar fixing device and construction method thereof
  • Hollow shear wall vertical reserved steel bar fixing device and construction method thereof

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Embodiment Construction

[0036] The present invention will be further described in detail below with reference to the accompanying drawings.

[0037] The embodiment of the invention discloses a fixing device for vertically reserved steel bars for a hollow shear wall and a construction method thereof.

[0038] refer to figure 1 , including two mutually parallel telescopic rods 1 and a plurality of sliding assemblies 2 sliding on the two telescopic rods 1, the upper side of the telescopic rods 1 is evenly provided with scale holes 3, and the two telescopic rods 1 are The distance between adjacent scale holes 3 is 10 cm. The telescopic rod 1 includes a plurality of steel pipes whose diameters are adapted to each other. The rear scale holes 3 of each section of the steel pipe except the steel pipes at the rear end are provided at the rear scale holes 3 There is a steel ball spring 6, and the steel ball spring 6 is used to fix and connect two adjacent sections of the steel pipe in sequence.

[0039] refe...

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PUM

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Abstract

The invention relates to a hollow shear wall vertical reserved steel bar fixing device which comprises two parallel telescopic rods and a plurality of sliding assemblies sliding on the two telescopic rods, scale holes are evenly formed in the upper sides of the telescopic rods, and each sliding assembly comprises two cylinders, a connecting plate, a fastener and a fixing hole. The two cylinders are arranged at the two ends of the connecting plate and are parallel to the connecting plate, the two cylinders slide on the parallel telescopic rods respectively, the fixing holes are formed in the connecting plate and are matched with reserved steel bars, and the fasteners are arranged on the outer sides of the two cylinders. The construction method comprises the steps of determining a design model; modeling and simulating an experiment; field actual installation; and field acceptance. According to the fixing device, the position of the sliding assembly on the telescopic rod can be conveniently and accurately adjusted, the position of the embedded joint bar can be rapidly positioned, and the problems that the vertical steel bars of the latticed hollow shear wall are multiple in deviation and poor in effect can be effectively solved.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a vertical reserved steel reinforcement fixing device for a hollow shear wall and a construction method thereof. Background technique [0002] Shear wall, also known as wind-resistant wall or seismic wall, structural wall. A wall in a house or structure that mainly bears horizontal and vertical loads caused by wind loads or earthquakes. Prevent structural shear damage. It is divided into plane shear wall and cylindrical shear wall. Plane shear walls are used in reinforced concrete frame structures, rising slab structures, and beamless floor systems. In order to increase the stiffness, strength and collapse resistance of the structure, reinforced concrete shear walls can be cast-in-place or prefabricated in some parts. The cast-in-place shear wall and the surrounding beams and columns are cast at the same time, and the integrity is good. The cylindrical shear wa...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G21/18E04G21/12G06F30/20E04B2/84
CPCE04G21/185E04G21/12G06F30/20E04B2/84
Inventor 白禹魏伟
Owner CHINA CONSTR EIGHTH ENG DIV
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