Compression Elastic Metal Cage Mandrel

A compressive elastic, metal technology, applied in the field of compressive elastic metal cage core mold, can solve the problems of reducing the seismic force of the core mold, easy to produce slurry leakage, damage, etc., achieve better coverage and filling density, and enhance shock resistance. and anti-compression, prevent structural damage and deformation effect

Active Publication Date: 2022-07-08
广西宝彤花节能技术有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The current floor is often built by laying metal cage mandrels, reinforcing steel molds and concrete pouring. However, in the actual application of metal cages, since the box mandrel has a hollow structure and is filled with lightweight materials, As a result, the load-bearing capacity of the column structure of the mandrel is poor, and the gaps in the steel mesh are large, which is prone to grout leakage, which leads to the misalignment of the metal cage during pouring, and the overall strength of the poured floor is too low, making it difficult to achieve Ideal requirements, during the assembly and pouring of metal cages, construction personnel often step on and move on the surface of the cages, thereby generating strong impact and pressure on the cages and mandrel, thus making the cages prone to deformation and structural damage possible, reduce the seismic force of the mandrel, increase the follow-up maintenance process, and reduce the construction efficiency of floor pouring; Out of the net cage, it will cause damage to the main structure of the net cage, reduce the accuracy of mandrel pouring, and affect the structural strength and service life of the metal net cage

Method used

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  • Compression Elastic Metal Cage Mandrel
  • Compression Elastic Metal Cage Mandrel
  • Compression Elastic Metal Cage Mandrel

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0037] Example 1, as Figure 1-4 As shown, during the splicing of the box base 1 and the metal mesh box body 2, the metal mesh box body 2 is pre-joined with the box base 1 through the structural cooperation of the butt groove and the butt plate, and then the reinforcement plate 4 and the pre-embedded slot 5 are clamped. The combination and fixation promotes the overall bonding of the reinforcing plate 4 with the arc-shaped bonding plate 3 and the side reinforcement beams 10 on the outside of the metal mesh box body 2, so as to fix the spliced ​​metal mesh box body 2 to prevent the metal mesh box body 2 from being biased. Dislocation increases the structural strength of the device assembly. When the upper mandrel 9 and the lower mandrel 8 are pouring concrete, the penetration of the lower mandrel 8 and the connection and cooperation of the through grooves can facilitate the uniform laying of the concrete on the grooves 6. On the inside, increase the pouring effect of concrete. ...

Embodiment 2

[0038] Example 2, as Figure 5-7 As shown in the figure, when the construction personnel step on the top of the metal mesh box body 2 and the upper core mold 9, the connection and cooperation between the upper core mold 9 and the fixed plate 113 force the spring 115 and the compression block 114 below the fixed plate 113. Interlocked with each other to form an elastic buffering and shock absorption function, and the surfaces of the fitting plate 112 and the buffer plate 111 above the fixing plate 113 are fitted with mutually matching card grooves to contact and fit the shock-absorbing balls, so that the fixing plate 113 can reduce the elastic buffering effect. A layer of reset and compressive effect is applied under the linkage of the shock to increase the stability of the structure, so that the four sets of flange beams 11 and the surface of the upper core mold 9 form an elastic platform. Under the action of the elastic platform , so that the impact force and stepping pressur...

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PUM

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Abstract

The invention discloses a compression-resistant elastic metal net box core mold, which comprises a box base and a metal net box body. The two sides of the top of the box base are provided with pre-embedded grooves, and the inner sides of the two sets of the pre-embedded grooves are provided with mutual matching. The two sets of reinforcement plates are provided with arc-shaped adhering plates on both sides, the top of the box base is provided with grooves, and the inner side of the grooves is evenly arranged with lower core molds. The two ends of the two sides of the body are provided with side reinforcement beams that are mutually compatible with the arc-shaped cling plate and the reinforcement plate; the invention promotes the mutual cooperation of the lower core mold and the upper core mold through the splicing and combined structure of the box base and the metal mesh box body. The core mold body, and under the bonding and reinforcement of the reinforcing plate, the arc-shaped laminated plate and the side reinforcing beam, the structural strength of the main structure of the cage after the combination is effectively increased, and the concrete injected into the core mold body flows evenly, promoting The coverage and filling density of the concrete is better, and the bearing strength and deformation resistance of the lower and upper mandrels are enhanced.

Description

technical field [0001] The invention relates to the technical field of metal net box core moulds, in particular to a compression-resistant elastic metal net box core mould. Background technique [0002] In the field of construction, the application of floors is very extensive. The hollow floor is a cast-in-place reinforced concrete hollow floor, and the hollow floor is a cast-in-place reinforced concrete hollow floor, also called a cast-in-place beamless hollow floor. It is a hollow no-beam floor cast-in-place after installing the core mold product. The hollow floor is suitable for cast-in-place reinforced concrete or prestressed reinforced concrete floors, roofs, walls, foundation floors and bridges. In the process of construction, the building floor is usually filled and poured, which is also called cast-in-situ hollow floor without beam. [0003] The current floor is often built by laying metal cage mandrels, reinforcing steel tying molds and pouring concrete. However, w...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B5/32E04H9/02E04B1/98
CPCE04H9/021E04B1/98E04B5/326Y02E60/10
Inventor 花金魁花宝同
Owner 广西宝彤花节能技术有限公司
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