CN210767863U

CN210767863U - Inclined support fixing structure

Info

Publication number: CN210767863U
Application number: CN201921313591.2U
Authority: CN
Inventors: 张剑; 杨江
Original assignee: Ningxiang Broad Homes Industrial Co ltd
Current assignee: Ningxiang Broad Homes Industrial Co ltd
Priority date: 2019-08-14
Filing date: 2019-08-14
Publication date: 2020-06-16
Anticipated expiration: 2029-08-14

Abstract

The utility model provides an inclined strut fixed knot constructs, includes coincide floor and inclined strut pull ring, is equipped with the notch on the coincide floor, and the inclined strut pull ring is located inside the notch. Through being equipped with the pre-buried bearing diagonal pull ring of notch structure on coincide floor, this pre-buried bearing diagonal pull ring height does not surpass the cast-in-place layer of floor concrete, and after coincide floor hoist and mount was accomplished, form the notch structure through preparation sleeve pipe and mounting, the reuse is pricked the silk and is fixed notch and bearing diagonal pull ring, then pours floor concrete again, extracts the mounting after waiting the concrete setting, then hoist wallboard installation bearing diagonal. Adopt this scheme, successfully solved the later stage and need carry out the problem of cutting to the bearing diagonal pull ring of protrusion coincide floor, through the pre-buried height and the preparation notch structure that reduce the bearing diagonal pull ring, avoid the problem of later stage cutting, the notch that this bearing diagonal pull ring formed is made level at the later stage floor and can be filled up. The construction method saves labor and construction period, and meets the principle of environmental protection and energy conservation.

Description

Inclined support fixing structure

Technical Field

The utility model relates to an assembly type construction equipment technical field, concretely relates to bearing diagonal fixed knot constructs.

Background

In the construction of prefabricated buildings, diagonal bracing mechanisms are often used between prefabricated wall panels and floor slabs for temporary fixation and correction. In the existing construction, the inclined support pull ring of the inclined support mechanism protrudes out of the floor, and the pull ring protruding out of the floor needs to be cut in the later stage, so that the labor cost is increased.

SUMMERY OF THE UTILITY MODEL

In order to overcome the current not enough that the cost of labor is too high, the utility model aims at providing an inclined support fixed knot constructs, this inclined support fixed knot construct through at the pre-buried pull ring of superimposed sheet and notch design, the problem that the later stage need not carry out the cutting to the inclined support pull ring of protrusion floor face is successfully solved, manual work, time limit for a project have been saved.

In order to realize the purpose, the utility model discloses the technical scheme who adopts is:

the utility model provides an inclined strut fixed knot constructs, includes coincide floor and inclined strut pull ring, and its structural feature is, be equipped with the notch on the coincide floor, the inclined strut pull ring is located inside the notch.

The notch comprises a sleeve and a fixing piece fixedly connected with the sleeve, the fixing piece is arranged on the cross section of the opening of the sleeve, and the opening of the sleeve is one end of the sleeve far away from the inclined support pull ring.

The inclined support pull ring is pre-buried in the prefabricated layer of the composite floor slab, and the height of the inclined support pull ring is lower than that of the cast-in-situ layer of the composite floor slab.

The steel fixing piece and the inclined support pull ring are fixed through binding wires. After the laminated floor slab is hoisted, the fixing piece and the inclined support pull ring are fixed by the binding wire through manufacturing the notch structure, then the floor slab concrete is poured, the fixing piece is pulled out after the concrete is solidified, and then the inclined support is installed by hoisting the wall slab.

The fixing piece is welded and fixed with the pipe orifice of the sleeve.

Preferably, the diameter of the steel sleeve is 125mm, and the height of the steel sleeve is 100 mm; the diameter of the steel bar is 6mm, and the length of the steel bar is 150 mm.

Compared with the prior art, the beneficial effects of the utility model are that:

1. through pre-buried pull ring and reservation notch structure, the problem of later stage pull ring cutting has been avoided.

2. The notch formed by the inclined supporting pull ring can be filled and plugged after the floor is leveled in the later period. The construction method saves labor and construction period, and meets the principle of environmental protection and energy conservation.

Drawings

FIG. 1 is a view of the installation position of the diagonal bracing fixture structure;

FIG. 2 is a schematic structural view of a diagonal bracing fixture structure;

fig. 3 is a three-dimensional view of a diagonal bracing fixture structure.

In the figure

1-overlapping floor slabs; 2-inclined supporting pull rings; 3-notch; 4-a sleeve; 5-a fixing piece; 6-binding the silk; 7-prefabricating a wallboard; 8-inclined support; 9-truss ribs.

Detailed Description

The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments. It should be noted that, in the present invention, the embodiments and features of the embodiments may be combined with each other without conflict.

The utility model provides a bearing diagonal fixed knot constructs, as shown in figure 1, includes coincide floor 1 and bearing diagonal pull ring 2, its characterized in that, be equipped with notch 3 on the coincide floor 1, bearing diagonal pull ring 2 is located inside notch 3. Fig. 1 shows the schematic diagram of the installation position of the notch structure, the diagonal bracing 8 is used for temporarily fixing and correcting the space between the composite floor slab 1 and the prefabricated wall slab 7, and the notch 3 structure is extracted from the part of the notch 3 structure after the concrete is solidified by arranging the notch 3 structure embedded diagonal bracing pull ring 2 on the composite floor slab 1, so that the problem of cutting the diagonal bracing pull ring 2 is avoided.

Referring to fig. 2 and 3, the notch 3 includes a sleeve 4 and a fixing member 5 welded to the sleeve 4, the fixing member 5 is disposed on a cross section of a nozzle of the sleeve 4, and the nozzle of the sleeve 4 is an end of the sleeve 4 far away from the inclined supporting pull ring 2.

The inclined support pull ring 2 is pre-buried in the prefabricated layer of the composite floor slab 1, and the height of the inclined support pull ring 2 is lower than that of the cast-in-situ layer of the composite floor slab 1.

The sleeve 4 is a steel sleeve, and the fixing piece 5 is a steel bar.

Preferably, the diameter of the steel sleeve is 125mm, the height of the steel sleeve is 100mm, and the diameter of the steel bar is 6mm and the length of the steel bar is 150 mm.

The steel bars and the inclined support pull ring 2 can be fixed by binding wires 6.

The laminated floor slab comprises a prefabricated layer and a cast-in-place layer. Pre-buried bearing diagonal pull ring 2 on coincide floor 1, this pre-buried bearing diagonal pull ring 2 height does not surpass the cast-in-place layer height of coincide floor concrete, after 1 hoist and mount of coincide floor are accomplished, through preparation notch 3 structure, this notch 3 structure is by a diameter 125mm, steel casing pipe 4 and a diameter 6mm of height 100mm, long 150 mm's steel reinforcement welding is constituteed, it is fixed notch 3 and bearing diagonal pull ring 2 with wire 6 to be pricked, then pour floor concrete again, treat to extract steel casing pipe 4 after the concrete solidifies, then hoist wallboard installation bearing diagonal.

Adopt this scheme, successfully solved the later stage and need carry out the problem of cutting to the bearing diagonal pull ring 2 of protrusion coincide floor 1, through reducing the pre-buried height of bearing diagonal pull ring 2 and making notch 3 structure, avoid the problem of later stage cutting, notch 3 that this bearing diagonal pull ring 2 formed makes level at later stage floor and can fill up. The construction method saves labor and construction period, and meets the principle of environmental protection and energy conservation.

The above-mentioned embodiments are illustrative and should not be construed as limiting the scope of the invention, which is defined by the appended claims, and all modifications of the equivalent forms of the present invention which are obvious to those skilled in the art after reading the present invention.

Claims

1. The utility model provides an inclined strut fixed knot constructs, includes coincide floor (1) and inclined strut pull ring (2), its characterized in that, be equipped with notch (3) on coincide floor (1), inside inclined strut pull ring (2) were located notch (3), notch (3) including sleeve pipe (4) and with sleeve pipe (4) fixed connection's mounting (5), mounting (5) are established on sleeve pipe (4) mouth of pipe cross section, just sleeve pipe (4) mouth of pipe is the one end of sleeve pipe (4) keeping away from inclined strut pull ring (2), mounting (5) with inclined strut pull ring (2) are fixed with pricking silk (6).

2. A diagonal bracing fixation structure according to claim 1, wherein the fixation member (5) is a steel bar and the casing (4) is a steel casing.

3. The diagonal bracing fixing structure according to claim 1, wherein the diagonal bracing pull ring (2) is pre-embedded in a prefabricated layer of the laminated floor slab (1), and the height of the diagonal bracing pull ring (2) is lower than that of a cast-in-situ layer of the laminated floor slab (1).

4. The angle brace fixing structure of claim 1, wherein the fixing member (5) is welded and fixed with the pipe orifice of the sleeve (4).

5. The diagonal bracing fixation structure of claim 2, wherein the steel casing is 125mm in diameter and 100mm high; the diameter of the steel bar is 6mm, and the length of the steel bar is 150 mm.