CN214575056U

CN214575056U - Pull rod supporting ceiling conversion layer structure

Info

Publication number: CN214575056U
Application number: CN202023111080.8U
Authority: CN
Inventors: 张海枫; 萧玮
Original assignee: China Craftsman Construction And Assembly Engineering Shenzhen Co ltd
Current assignee: China Craftsman Construction And Assembly Engineering Shenzhen Co ltd
Priority date: 2020-12-22
Filing date: 2020-12-22
Publication date: 2021-11-02
Anticipated expiration: 2030-12-22

Abstract

The utility model provides a pull rod supports furred ceiling conversion layer structure, including a plurality of vertical jibs of fixing on the ceiling, still install a pull rod on being the inline jib, the pull rod is in the top of triangular keel, and the both ends of pull rod are installed on the wall body through drawing the blasting head, install at least one bracing piece on the jib, and the one end of bracing piece is installed on the jib, and the other end of bracing piece is installed on the pull rod. Compared with the prior art, this pull rod supports furred ceiling conversion layer structure, horizontal pull rod is installed on the jib that transversely is in same straight line, and at pull rod and jib junction staggered arrangement diagonal bracing piece, one-way horizontal pull rod and vertical jib are interlinked, form firm support, make the common atress of jib in the plane, reach the structure reinforcing purpose, improve furred ceiling mounting height, and furred ceiling plane overall stability, use plane drawknot support technology to reach the operation requirement, can greatly improve the efficiency of construction, the steel consumption is practiced thrift, reduce engineering cost, easily the acceptance.

Description

Pull rod supporting ceiling conversion layer structure

Technical Field

The utility model relates to a building decoration field, especially a pull rod supports furred ceiling conversion layer structure.

Background

The existing ceiling conversion layer usually uses angle steel, steel square tube and other section steels as main components of the conversion layer, and the vertical rods of the suspension posts are connected with the top rear buried plate in a welding mode. Use mostly of conversion layer structure to be similar for the large-span building, like large-scale public buildings such as station, factory building, fine arts gallery, opera house, this building similar furred ceiling upper portion all is in the main equipment pipeline of complicacy, uses current shaped steel conversion layer often to cause the construction of many places position to be responsible for unable construction even, influences construction quality, leads to hiding the difficult, unable acceptance scheduling problem of engineering acceptance. In addition, the steel conversion layer has huge workload, high steel consumption and large amount of welding operation, which results in over-cost. The national standard only specifies that the suspender needs to be supported reversely when the length of the suspender is more than 1.5m, and needs to be used as a conversion layer when the length of the suspender is more than 2.5m, and does not provide a specific requirement for the conversion layer method.

SUMMERY OF THE UTILITY MODEL

To the above problem, the utility model provides a pull rod supports furred ceiling conversion layer structure makes the common atress of davit in the plane, reaches structure reinforcing purpose, effectual improvement furred ceiling stability.

The utility model adopts the technical proposal that:

the utility model provides a pull rod supports furred ceiling conversion layer structure, includes a plurality of vertical jibs of fixing on the ceiling, its characterized in that: still install a pull rod on the jib that is the inline, the both ends of pull rod are installed on the wall body through drawing the head of exploding, install at least one bracing piece on the jib, and the one end of bracing piece is installed on the jib, and the other end of bracing piece is installed on the pull rod.

Preferably, two support rods are installed on the suspension rod, one ends of the two support rods are installed on the suspension rod, the other ends of the two support rods are installed on the pull rod, and the two support rods and the pull rod form a triangle.

More preferably, the included angle between each support rod and the suspension rod is 45 degrees, and the included angle between the two support rods is 90 degrees.

More preferably, the other ends of the support rods inclined at the two sides of the hanger rod are respectively fixed with the hanger rod in a front-back staggered manner.

Preferably, the connecting position of the hanger rod and the pull rod, the connecting position of the support rod and the hanger rod, and the connecting position of the support rod and the pull rod are all fixed by cross binding of steel wires.

More preferably, the steel filaments have a diameter of 0.8 cm.

Preferably, the length L of the suspender is more than or equal to 1.5m and less than or equal to 3 m.

Compared with the prior art, the beneficial effects of the utility model reside in that: the utility model provides a pull rod supports furred ceiling conversion layer structure, be applicable to jib length L, 1.5m is less than or equal to L and is less than or equal to 3m the time use, install horizontal pull rod on the jib that transversely is in same straight line, and at pull rod and jib junction staggered arrangement diagonal bracing piece, one-way horizontal pull rod and vertical jib intercommunicate, form firm the support, make the common atress of jib in the plane, reach structure reinforcing purpose, improve furred ceiling mounting height, and furred ceiling plane overall stability, use plane drawknot to support technology and reach the operation requirement, can greatly improve the efficiency of construction, the steel consumption is used in the saving, reduce engineering cost, easily accept.

Drawings

Fig. 1 is a longitudinal schematic view of a structure of a pull rod supporting ceiling transition layer according to the present invention;

fig. 2 is a top view of a structure of a ceiling conversion layer supported by a pull rod according to the present invention.

Detailed Description

The preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

Fig. 1 to fig. 2 illustrate a preferred embodiment of a structure of a pull rod supported ceiling transition layer according to the present invention. As shown in fig. 1 to 2, the structure of the tie-bar supported ceiling conversion layer includes a plurality of hanger bars 10 vertically fixed on a ceiling 100, a tie bar 30 is further installed on the hanger bars arranged in a straight line, two ends of the tie bar 30 are installed on a wall 200 through a pop head 31, at least one support bar 40 is installed on the hanger bar 10, one end of the support bar 40 is installed on the hanger bar, the other end of the support bar 40 is installed on the tie bar 30, thus a horizontal tie bar 30 is installed on the hanger bar 10 transversely in the same straight line, and an oblique support bar 40 is arranged at the joint of the tie bar 30 and the hanger bar 10 in a staggered manner, the one-way horizontal tie bar 30 and the vertical hanger bar 10 are mutually linked to form a stable support, so that the hanger bars in a plane are jointly stressed, the purpose of structure enhancement is achieved, and the ceiling stability is effectively improved. This pull rod supports furred ceiling conversion layer structure is applicable to jib length L, uses when L is not less than 1.5m and is not more than 3m, improves furred ceiling mounting height, and furred ceiling plane overall stability, uses plane drawknot support technology to reach the operation requirement, can greatly improve the efficiency of construction, and the steel volume of using sparingly reduces engineering cost, easily checks and accepts.

In a general ceiling structure, the suspension rods 10 are distributed in a matrix arrangement mode, the bottoms of the suspension rods which are transversely arranged in a straight line are connected with a main keel 21 and a triangular keel 22 through a main keel hanging piece 20, and the pull rod 30 is positioned above the main keel 21 and the triangular keel 22 so as to facilitate ceiling. Here, when the suspension bar 10 is fixed to the ceiling 100, since the beam 101 is provided on the ceiling 100, a part of the suspension bar 10 is provided on the beam 101.

In a preferred embodiment, two support rods 40 are mounted on the suspension rod 10, one end of each support rod 40 is mounted on the suspension rod 10, the other end of each support rod 40 is mounted on the tie rod 30, and the two support rods 40 and the tie rod 30 form a triangle, so that the two support rods 40, the tie rod 30 and the suspension rod 10 form a stable support to enable the suspension rods 10 to be uniformly stressed. In addition, when the two support rods 40 are fixed, the other ends of the two support rods 40 are respectively fixed with the suspension rod 10 in a front-back staggered manner; the included angle between each support bar 40 and the suspension rod 10 is 45 degrees, and the included angle between the two support bars 40 is 90 degrees.

It should be noted that the connecting position of the suspension rod 10 and the draw rod 30, the connecting position of the support bar 40 and the suspension rod 10, and the connecting position of the support bar 40 and the draw rod 20 are all fixed by cross-shaped steel wire binding. The steel wire is made of steel wire with the diameter of 0.8cm, and is fixed in a cross binding mode and bundled for 4 circles or more. The blasting heads 31 arranged at the two ends of the pull rod 30 are also fixed by adopting cross-shaped steel wire bundling.

To sum up, the technical scheme of the utility model can be fully effectual the above-mentioned utility model purpose of realization, just the utility model discloses a structure and functional principle all obtain abundant verification in the embodiment, can reach anticipated efficiency and purpose, do not deviating from the utility model discloses a under the prerequisite of principle and essence, can make multiple change or modification to the embodiment of utility model. Therefore, the present invention includes all the alternative contents within the scope mentioned in the claims, and all the equivalent changes made within the claims of the present invention are included in the claims of the present application.

Claims

1. The utility model provides a pull rod supports furred ceiling conversion layer structure, includes a plurality of vertical jibs of fixing on the ceiling, its characterized in that: still install a pull rod on the jib that is the inline, the pull rod is in the top of triangular keel, and the both ends of pull rod are installed on the wall body through drawing the head of exploding, installs at least one bracing piece on the jib, and the one end of bracing piece is installed on the jib, and the other end of bracing piece is installed on the pull rod.

2. The tie-bar supported ceiling transition layer structure of claim 1, wherein: two supporting rods are installed on the hanging rod, one ends of the two supporting rods are installed on the hanging rod, the other ends of the two supporting rods are installed on the pull rod, and the two supporting rods and the pull rod form a triangle.

3. The tie-bar supported ceiling transition layer structure of claim 2, wherein: the included angle of every bracing piece and jib is 45 degrees, and the included angle between two bracing pieces is 90 degrees.

4. The tie-bar supported ceiling transition layer structure of claim 2, wherein: the other ends of the supporting rods inclined at the two sides of the suspender are respectively fixed with the suspender in a front-back staggered manner.

5. The tie-bar supported ceiling transition layer structure of claim 1, wherein: the connecting position of the hanging rod and the pull rod, the connecting position of the supporting rod and the hanging rod and the connecting position of the supporting rod and the pull rod are all bound and fixed by adopting a steel wire cross.

6. The tie-bar supported ceiling transition layer structure of claim 5, wherein: the diameter of the steel wire is phi 0.8 cm.

7. The tie-bar supported ceiling transition layer structure of claim 1, wherein: the length L of the suspender is more than or equal to 1.5m and less than or equal to 3 m.