CN207047897U - A kind of basement goes out the constructing device of wall yard piping anti-settling - Google Patents

Abstract

The utility model provides the constructing device that a kind of basement goes out wall yard piping anti-settling,Including groove type plate,The groove type plate includes shear wall slab,The upper end of the shear wall slab is connected with top plate,The lower end of the shear wall slab is connected with bottom plate,And shear wall slab,The concrete reinforcement structure that top plate and bottom plate are formed in one,The groove type plate is located at the bottom in pipeline storehouse,Pipeline is provided with the pipeline storehouse,And the bottom in pipeline storehouse and the cover top surface of groove type plate are in close contact,The shear wall slab of the groove type plate is in close contact with exterior wall,The utility model pipeline anti-sedimentation apparatus is when in use,Waterproof cloth is fixed on the surface of exterior wall,The shear wall slab of groove type plate and exterior wall are in close contact,The bottom plate of groove type plate is placed on the cushion cap foundation of exterior wall,Pipeline storehouse is placed on to the cover top surface of groove type plate,The installation for completing the utility model pipeline anti-sedimentation apparatus is preferably extruded using backfill in the notch side of groove type plate.

Description

A construction device for anti-subsidence of outdoor pipes outside the wall of the basement

technical field

The utility model relates to the technical field of pipeline anti-subsidence, in particular to a construction device for anti-subsidence of outdoor pipelines outside the wall of a basement.

Background technique

The inspection well is set up for the maintenance of power supply, water supply, drainage, sewage discharge, communication, cable TV, gas pipe, street lamp line, etc. of urban underground infrastructure, and is convenient for installation. The changed place and the straight pipe section at a certain distance are convenient for regular inspection of the ancillary structures. At present, when the inspection well is built for the outdoor pipeline of the basement wall, the cushion is mostly laid in the backfill area, and the inspection well is built on the cushion. , this method is not easy to control the quality of backfill, and there are quality defects such as pipeline settlement due to improper tamping and filling. Later pipeline maintenance is more complicated and will generate a lot of costs. Therefore, we propose an anti-settlement method for outdoor pipelines outside the basement wall. The construction device is used to solve the above problems.

Utility model content

The purpose of this utility model is to provide a construction device for anti-subsidence of outdoor pipes outside the wall of the basement, so as to solve the problems raised in the above-mentioned background technology.

In order to achieve the above object, the utility model provides the following technical solutions: a construction device for anti-subsidence of outdoor pipes outside the wall of the basement, including a grooved plate, the grooved plate includes a shear wall plate, the upper end of the shear wall plate The top plate is connected, the lower end of the shear wall plate is connected with the bottom plate, and the shear wall plate, the top plate and the bottom plate are integrally formed concrete reinforcement structure, the channel plate is arranged at the lower part of the pipeline warehouse, and the pipeline warehouse There are pipelines, and the bottom of the pipeline warehouse is in close contact with the upper surface of the top plate of the channel plate, the shear wall panel of the channel plate is in close contact with the outer wall, and the bottom plate of the channel plate is in close contact with the cap foundation of the outer wall Close contact.

Preferably, the thickness of the bottom plate, the shear wall plate and the top plate are all 250 mm.

Preferably, the bottom slab, shear wall slab and top slab are all C30 concrete, HRB400 grade 10@150 double-layer bidirectional configuration.

Preferably, the width of the bottom plate and the top plate is 1800mm, and the height of the shear wall plate is 2500mm.

Preferably, a waterproof cloth is clamped between the channel plate, the pipe warehouse and the outer wall, and the notch side of the channel plate is squeezed with backfill soil.

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

1. Inspection wells and outdoor pipelines are mainly supported by prefabricated reinforced concrete shear wall panels, and the extrusion balance of backfill soil is used to stabilize the channel plates, which solves the problem of inspection wells and pipelines sinking;

2. The structure is simple, the construction is rapid, the input cost is low, the practicability is strong, and it is easy to popularize and use.

Description of drawings

Fig. 1 is a structural representation of the utility model;

Fig. 2 is a schematic view of the structure of the utility model.

In the figure: 1 channel plate, 2 shear wall plate, 3 top plate, 4 bottom plate, 5 pipe warehouse, 6 exterior wall, 7 cap foundation.

detailed description

The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of them. example. Based on the embodiments of the present utility model, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the scope of protection of the present utility model.

Please refer to Figure 1-2, the utility model provides a technical solution: a construction device for anti-settlement construction of outdoor pipes outside the basement wall, including a grooved plate 1, which includes a shear wall plate 2, a bottom plate 4, a shear wall plate The thickness of the force wall plate 2 and the top plate 3 are both 250 mm. The bottom plate 4, the shear wall plate 2 and the top plate 3 are all C30 concrete, HRB400 grade 10@150 double-layer bidirectional configuration, which has high strength and plays a strong supporting role , the upper end of the shear wall panel 2 is connected to the top plate 3, and the lower end of the shear wall panel 2 is connected to the bottom plate 4, and the shear wall panel 2, the top plate 3, and the bottom plate 4 are integrally formed concrete reinforcement structures, which have a simple structure and are easy to produce , and the cost is lower.

The grooved plate 1 is set at the lower part of the pipeline warehouse 5, which can be installed quickly and reduces the labor input. The pipeline warehouse 5 is equipped with pipelines, and the bottom of the pipeline warehouse 5 is in close contact with the upper surface of the top plate 3 of the grooved plate 1. The shear wall panel 2 of the panel 1 is in close contact with the outer wall 6, the bottom plate 4 of the channel plate 1 is in close contact with the cap foundation 7 of the outer wall 6, and the channel plate 1 is clamped between the cap foundation 7 and the pipe warehouse 5 The space acts as a support, which can effectively prevent the pipeline warehouse 5 from settling.

The width of the bottom plate 4 and the top plate 3 is 1800 mm, the height of the shear wall plate 2 is 2500 mm, and the sum of the height of the shear wall plate 2 and the height of the pipe warehouse 5 is equal to the depth of the outer wall 6 buried in the soil.

A waterproof cloth is installed between the channel plate 1, the pipeline warehouse 5 and the outer wall 6. The waterproof cloth can protect the bottom of the outer wall 6 from being soaked by water, and the notch side of the channel plate 1 is squeezed with backfill soil. pressure, so that the grooved plate 1 is stable, and solves the problems of inspection well sinking and pipeline settlement.

Working principle: When the pipeline anti-settling device of the utility model is in use, the waterproof cloth is fixed on the surface of the outer wall 6, the shear wall panel 2 of the channel plate 1 is in close contact with the outer wall 6, and the bottom plate 4 of the channel plate 1 is placed outside On the cap foundation 7 of the wall 6, the pipeline storehouse 5 is placed on the upper surface of the top plate 3 of the grooved plate 1, and it is preferable to use backfill soil on the notch side of the grooved plate 1 to extrude to complete the pipeline protection of the utility model. Installation of settling devices.

Although the embodiments of the present invention have been shown and described, those skilled in the art can understand that various changes and modifications can be made to these embodiments without departing from the principle and spirit of the present invention , replacements and modifications, the scope of the present utility model is defined by the appended claims and their equivalents.

Claims (5)

1. a kind of basement goes out the constructing device of wall yard piping anti-settling, including groove type plate（1）, it is characterised in that：The groove Template（1）Including shear wall slab（2）, the shear wall slab（2）Upper end be connected with top plate（3）, the shear wall slab（2）Under End is connected with bottom plate（4）, and shear wall slab（2）, top plate（3）And bottom plate（4）The concrete reinforcement structure being formed in one, institute State groove type plate（1）It is located at pipeline storehouse（5）Bottom, the pipeline storehouse（5）It is interior to be provided with pipeline, and pipeline storehouse（5）Bottom and groove Template（1）Top plate（3）Upper surface is in close contact, the groove type plate（1）Shear wall slab（2）With exterior wall（6）It is in close contact, institute State groove type plate（1）Bottom plate（4）With exterior wall（6）Cushion cap foundation（7）It is in close contact.

2. a kind of basement according to claim 1 goes out the constructing device of wall yard piping anti-settling, it is characterised in that：Institute State bottom plate（4）, shear wall slab（2）And top plate（3）Thickness be 250 mm.

3. a kind of basement according to claim 1 goes out the constructing device of wall yard piping anti-settling, it is characterised in that：Institute State bottom plate（4）, shear wall slab（2）And top plate（3）It is C30 concrete, the configuration of the double-layer double-directions of 10@of HRB400 levels 150.

4. a kind of basement according to claim 1 goes out the constructing device of wall yard piping anti-settling, it is characterised in that：Institute State bottom plate（4）With top plate（3）Width be 1800mm, the shear wall slab（2）Height be 2500mm.

5. a kind of basement according to claim 1 goes out the constructing device of wall yard piping anti-settling, it is characterised in that：Institute State groove type plate（1）With pipeline storehouse（5）With exterior wall（6）Between be arranged with waterproof cloth, and groove type plate（1）Notch side is squeezed using backfill Pressure.