CN214197611U

CN214197611U - Reinforced concrete glass composite pipe structure

Info

Publication number: CN214197611U
Application number: CN202022175065.3U
Authority: CN
Inventors: 朱玛超逸; 马惠萍; 刘和宏; 张新生; 张治忠
Original assignee: Ningxia Dongfang Shengda Pipe Industry Co ltd
Current assignee: Ningxia Dongfang Shengda Pipe Industry Co ltd
Priority date: 2020-09-28
Filing date: 2020-09-28
Publication date: 2021-09-14
Anticipated expiration: 2030-09-28

Abstract

The application discloses reinforced concrete glass composite pipe structure, including glass steel pipe, the parcel has first prevention of seepage to pass through the membrane on glass steel pipe's the outer wall, first prevention of seepage passes through the outside parcel of membrane and has the buffer layer, the outside of buffer layer is provided with the reinforcing bar, the reinforcing bar is parallel along glass steel pipe's direction and with glass steel pipe, the outside cover of reinforcing bar is equipped with cyclic annular reinforcing bar, cyclic annular reinforcing bar and reinforcing bar welding, the outside cover of cyclic annular reinforcing bar has concrete layer, both ends cover is equipped with the hose about the concrete layer outer wall, the inner wall of hose is fixed with the sealing ring, the inner wall of sealing ring and the outer wall laminating of concrete layer, the cover is equipped with the hoop on the outer wall of hose, wear to be equipped with fastening bolt in the upper end of hoop, the last fastening nut that is provided with the cooperation and uses of fastening bolt. The application not only can prevent the seepage when the pipeline leaks, but also can reduce the condition of leaking that the joint fracture leads to in addition.

Description

Reinforced concrete glass composite pipe structure

Technical Field

The application relates to a glass composite pipe, in particular to a reinforced concrete glass composite pipe structure.

Background

In the current society, along with the rapid development of national economy, more and more infrastructures are put into construction, and the use amount of drain pipes and chemical pipes is increased, but when the drain pipes are used in sewers or other corrosive environments, the drain pipes have poor anti-permeability and are easy to corrode and rust due to tiny gaps in concrete construction, and if the drain pipes are frequently replaced due to the corrosion and wear problems, the waste of manpower and material resources is caused; at present, most of concrete glass composite pipes are adopted, and the defects are that the glass steel pipes are easy to deform to cause surface cracking, and the situation that joints are vertically staggered, broken and leaked when the two pipes are in rugged places for a long time. Therefore, a reinforced concrete glass composite pipe structure needs to be found to solve the above problems.

SUMMERY OF THE UTILITY MODEL

The application provides a reinforced concrete glass composite pipe structure, has solved among the prior art reinforced concrete glass composite pipe when using the problem that the pipe is easy to be out of shape and causes the surface fracture easy to leak.

The application provides a reinforced concrete glass composite pipe structure, which comprises a glass steel pipe, wherein the outer wall of the glass steel pipe is wrapped with a first anti-seepage film, the outer part of the first anti-seepage film is wrapped with a buffer layer, reinforcing steel bars are arranged outside the buffer layer and are parallel to the glass steel pipe along the direction of the glass steel pipe, the reinforcing steel bars are uniformly distributed around the glass steel pipe for a circle, the distance between adjacent reinforcing steel bars is 50-100mm, annular reinforcing steel bars are sleeved outside the reinforcing steel bars and are welded with the reinforcing steel bars, the distance between adjacent annular reinforcing steel bars is 100-120mm, a concrete layer is covered outside the annular reinforcing steel bars, the thickness of the concrete layer is 50-100mm, and hoses are sleeved at the left end and the right end of the outer wall of the concrete layer, the inner wall of the hose is fixed with a sealing ring, the inner wall of the sealing ring is attached to the outer wall of the concrete layer, a hoop is sleeved on the outer wall of the hose, a fastening bolt penetrates through the upper end of the hoop, and a fastening nut matched with the fastening bolt is arranged on the fastening bolt.

Further, the reinforced concrete glass composite pipe structure is characterized in that the buffer layer is made of sponge filler, and a second anti-seepage film wraps the sponge filler.

Furthermore, the thickness of the buffer layer is 5-20 mm.

Furthermore, an adhesive layer is arranged between the glass reinforced plastic pipe and the buffer layer.

Further, the width of the hoop is 200-225 mm.

Furthermore, the reinforced concrete glass composite pipe structure is characterized in that the hose is a stainless steel corrugated hose.

According to the technical scheme, the reinforced concrete glass composite pipe structure is characterized in that the buffer layer is arranged outside the glass steel pipe, so that the glass steel pipe can be buffered when expanding outwards, the damage to the surface of the glass steel pipe due to deformation is reduced, the reinforcing steel bars are arranged outside the buffer layer and matched with the annular reinforcing steel bars, the glass steel pipe can be fastened inside the buffer layer, the distance between the adjacent reinforcing steel bars is 50-100mm, the distance between the adjacent annular reinforcing steel bars is 100-120mm, the glass steel pipe can be prevented from expanding outwards, the glass steel pipe is protected, the first anti-leakage layer and the second anti-leakage layer are arranged to prevent water from permeating out to a certain extent when a pipeline leaks, when the pipeline is in a rugged position, the joint can be attached to the terrain, and the water leakage caused by the fracture of the joint is prevented, and the anti-leakage of the reinforced concrete glass composite pipe structure can be prevented when the pipeline leaks water, in addition, the water leakage caused by the fracture of the joint can be reduced.

Drawings

In order to more clearly illustrate the technical solution of the present application, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious to those skilled in the art that other drawings can be obtained according to the drawings without any creative effort.

Fig. 1 is a schematic structural diagram of the present application.

Illustration of the drawings:

the concrete-filled steel tube comprises 1-a glass steel tube, 2-a buffer layer, 3-a reinforcing steel bar, 4-a ring-shaped steel bar, 5-a concrete layer, 6-a hose, 7-a sealing ring, 8-a hoop and 9-a fastening bolt.

Detailed Description

In order to make those skilled in the art better understand the technical solutions in the present application, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings.

See FIG. 1

According to the technical scheme, the reinforced concrete glass composite pipe structure comprises a glass steel pipe 1, wherein a first anti-seepage film is wrapped on the outer wall of the glass steel pipe 1, a buffer layer 2 is wrapped outside the first anti-seepage film, reinforcing steel bars 3 are arranged outside the buffer layer 2, the reinforcing steel bars 3 are parallel to the glass steel pipe 1 along the direction of the glass steel pipe 1, the reinforcing steel bars 3 are uniformly distributed around the glass steel pipe 1 for one circle, the distance between every two adjacent reinforcing steel bars 3 is 50-100mm, annular steel bars 4 are sleeved outside the reinforcing steel bars 3, the annular steel bars 4 are welded with the reinforcing steel bars 3, the annular steel bars 4 are uniformly distributed on the reinforcing steel bars 3, the distance between every two adjacent annular steel bars 4 is 100-120mm, a concrete layer 5 is covered outside the annular steel bars 4, and the thickness of the concrete layer 5 is 50-100mm, the hose 6 is sleeved at the left end and the right end of the outer wall of the concrete layer 5, a sealing ring 7 is fixed on the inner wall of the hose 6, the inner wall of the sealing ring 7 is attached to the outer wall of the concrete layer 5, a hoop 8 is sleeved on the outer wall of the hose 6, a fastening bolt 9 penetrates through the upper end of the hoop 8, and a fastening nut matched with the fastening bolt 9 is arranged on the fastening bolt 9.

This application is in the first prevention of seepage of glass steel pipe 1's outside parcel and passes through the membrane, when the glass steel pipe fracture, can avoid water from intraductal outflow, the outside of passing through the membrane at first prevention of seepage sets up buffer layer 2, can play the cushioning effect when glass steel pipe 1 outwards expands, avoid glass steel pipe 1 sudden deformation fracture, outside at buffer layer 2 sets up reinforcing bar 3 and annular reinforcing bar 4, reinforcing bar 3 is following glass steel pipe 1's direction and parallel with glass steel pipe 1, annular reinforcing bar 4 then the cover is in reinforcing bar 3's outside, it plays the fastening effect to glass steel pipe 1 with annular reinforcing bar 4 to add money reinforcing bar 3, it has concrete layer 5 to cover at annular reinforcing bar outer 4, further can avoid glass steel pipe 1 outwards expansion to cause the fracture.

Set up hose 6 at the both ends of concrete layer 5 outer wall, the uneven ground of hose 6 can laminating has avoided the joint department because of the uneven cracked problem of relief, and the inner wall of hose 6 is fixed with sealing ring 7, and sealing ring 7 glues on the inner wall of hose 6, can prevent that joint department from leaking, and the inner wall of sealing ring 7 binds with concrete layer 5's outer wall, and it is sealed to have strengthened joint department, the outer wall of hose 6 on the cover be equipped with hoop 8, hoop 8 has strengthened the compactedness at body both ends, hoop 8's upper end is provided with fastening bolt 9, fastening bolt 9's tail end is passed behind hoop 8 with fastening nut riveting fixed, can lock hoop, strengthens hoop's compactedness.

Preferably, the buffer layer 2 is a sponge filler, and a second anti-permeation film is wrapped outside the sponge filler. Wrap up the second prevention of seepage membrane outside buffer layer 2, promotion water-proof effects that can be better.

Preferably, the thickness of the buffer layer 2 is 5 to 20 mm.

Preferably, an adhesive layer is disposed between the glass reinforced plastic pipe 1 and the buffer layer 2.

Preferably, the width of the hoop 8 is 200 mm and 225 mm.

Preferably, the hose 6 is a stainless steel corrugated hose.

Other embodiments of the present application will be apparent to those skilled in the art from consideration of the specification and practice of the application disclosed herein. This application is intended to cover any variations, uses, or adaptations of the invention following, in general, the principles of the application and including such departures from the present disclosure as come within known or customary practice within the art to which the invention pertains. It is intended that the specification and examples be considered as exemplary only, with a true scope of the disclosure being indicated by the following claims.

It will be understood that the present application is not limited to the precise arrangements described above and shown in the drawings and that various modifications and changes may be made without departing from the scope thereof. The above-described embodiments of the present application do not limit the scope of the present application.

Claims

1. A reinforced concrete glass composite pipe structure is characterized by comprising a glass steel pipe (1), wherein the outer wall of the glass steel pipe (1) is wrapped with a first anti-seepage film, the outer part of the first anti-seepage film is wrapped with a buffer layer (2), reinforcing steel bars (3) are arranged outside the buffer layer (2), the reinforcing steel bars (3) are parallel to the glass steel pipe (1) along the direction of the glass steel pipe (1), the reinforcing steel bars (3) are uniformly distributed around the glass steel pipe (1) for a circle, the distance between every two adjacent reinforcing steel bars (3) is 50-100mm, annular reinforcing steel bars (4) are sleeved outside the reinforcing steel bars (3), the annular reinforcing steel bars (4) are welded with the reinforcing steel bars (3), the annular reinforcing steel bars (4) are uniformly distributed on the reinforcing steel bars (3), and the distance between every two adjacent annular reinforcing steel bars (4) is 120mm, the utility model discloses a concrete structure, including annular reinforcing bar (4), concrete layer (5), the thickness of concrete layer (5) is 50-100mm, both ends cover is equipped with hose (6) about concrete layer (5) outer wall, the inner wall of hose (6) is fixed with sealing ring (7), the inner wall of sealing ring (7) and the outer wall laminating of concrete layer (5), the cover is equipped with hoop (8) on the outer wall of hose (6), wear to be equipped with fastening bolt (9) in the upper end of hoop (8), be provided with the fastening nut that the cooperation was used on fastening bolt (9).

2. The reinforced concrete glass composite pipe structure according to claim 1, wherein the buffer layer (2) is a sponge filler, and a second anti-permeation film is wrapped outside the sponge filler.

3. A reinforced concrete glass composite pipe structure according to claim 1, characterized in that the thickness of the buffer layer (2) is 5-20 mm.

4. A reinforced concrete glass composite pipe structure according to claim 1, characterized in that an adhesive layer is provided between the glass reinforced plastic pipe (1) and the buffer layer (2).

5. A reinforced concrete glass composite pipe structure according to claim 1, characterized in that the width of the hoop (8) is 200-225 mm.

6. A reinforced concrete glass composite pipe structure according to claim 1, characterized in that the hose (6) is a stainless steel corrugated hose.