CN212896753U

CN212896753U - Drainage structure of temporary building

Info

Publication number: CN212896753U
Application number: CN202021551845.7U
Authority: CN
Inventors: 王世帅; 邓曦; 房先伟; 宁长彬; 李�瑞
Original assignee: China Construction Eighth Engineering Division Co Ltd
Current assignee: China Construction Eighth Engineering Division Co Ltd
Priority date: 2020-07-31
Filing date: 2020-07-31
Publication date: 2021-04-06
Anticipated expiration: 2030-07-31

Abstract

The utility model discloses a drainage structures of temporary building, the ground on temporary building next door has dug the pot hole, sets up drainage structures in the pot hole, and drainage structures includes: the pipeline is vertically arranged in the pot hole and provided with a top pipe orifice and a bottom pipe orifice, a pair of water outlets are oppositely arranged on the periphery of the pipeline, and the water outlets are positioned at the bottom of the pipeline; a bottom plate disposed at and sealing the bottom orifice; and one end of the shaft is clamped with the water outlet, and the other end of the shaft is communicated with the urban drainage system so as to discharge the water collected in the pipeline into the urban drainage system through the shaft. The utility model discloses the mode of joint pit shaft makes drainage structure set up simply, and the installation is fast to the junction excellent in connection effect of pit shaft and pipeline is difficult for the seepage, and long-time the use can not take place the ponding seepage and cause the circumstances such as waterlogging. Wide application range, low cost and convenient and practical use.

Description

Drainage structure of temporary building

Technical Field

The utility model relates to a when building the construction, convenient, high-efficient, the drainage structures construction measures who economizes the cost specifically is a drainage structures of temporary building.

Background

Under the conditions of larger and larger scale, tight construction period and heavy task of the current construction project, how to quickly and efficiently finish construction in the limited construction period becomes the key point of attention of people, and the construction project is set up as soon as possible before construction as the beginning of the project, so that the approach time and the construction deployment of related personnel of the whole project are directly influenced. Therefore, on the premise of guaranteeing quality and quantity, the construction is efficient, scientific and short in construction and erection time.

In addition, as the corrugated pipe is used for laying rainwater pipelines to gradually replace civil engineering masonry drainage channels, and meanwhile, the overall attractiveness of the temporary construction living area and the reduction of the investment of ineffective cost are considered, compared with the traditional brick drainage structure well chamber, the construction method not only has advantages in construction period, but also reduces the temporary construction cost, and is typical in application of cost saving and efficiency improvement. For some plastic catch basins of factory finished products, the cost and the production period of mold opening customization and deepening design are saved.

At present, during the temporary building is set up, the cost investment of each project to the temporary building is different in size, causes people to pay attention to the temporary building quality insufficiently, often just appears the drainage structure phenomenon soon after personnel live in the temporary building area. The conditions of collapse of a well chamber built by bricks, water leakage on the side wall of the well chamber and the like often occur, even the water drainage difficulty in the area occurs to cause waterlogging in a small range, and the building method is extremely not beneficial to the living of people.

To sum up, the utility model provides a drainage structures of interim building solves the above-mentioned problem that appears.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to overcome prior art's defect, provide a drainage structures of temporary building, it is poor to solve traditional brick drainage structures quality, just appears drainage structures damage phenomenon soon after using. The conditions such as well chamber collapse, well chamber lateral wall water leakage that the fragment of brick was built by laying bricks often take place, appear regional drainage difficulty even and lead to appearing the waterlogging of minizone, extremely be unfavorable for personnel to live in, and extravagant manpower and material resources scheduling problem.

In order to achieve the above object, the utility model adopts the following technical scheme:

a drainage structure of a temporary building, a pot hole is dug on the ground beside the temporary building, and a drainage structure is arranged in the pot hole, which is characterized in that the drainage structure comprises:

the pipeline is vertically arranged in the pot hole and provided with a top pipe orifice and a bottom pipe orifice, a pair of water outlets are oppositely arranged on the periphery of the pipeline, and the water outlets are positioned at the bottom of the pipeline;

a bottom plate disposed at and sealing the bottom orifice; and

one end of the shaft is clamped in the shaft of the water outlet, and the other end of the shaft is communicated with the urban drainage system so as to discharge the water collected in the pipeline into the urban drainage system through the shaft.

Optionally, the conduit and the wellbore are bellows.

Optionally, a groove is formed in the pipe wall of the top of the pipeline, a pair of opposite baffles is arranged in the groove, the baffles are partially clamped in the groove and fixed, a filter plate is clamped in a gap between the baffles, and the filter plate is provided with a plurality of filter holes and covers the pipe orifice of the top of the pipeline.

Optionally, the filter plate is a grate.

Optionally, the drainage structure further comprises positioning plates, the positioning plates are uniformly distributed on two sides of the shaft and close to the joint of the shaft and the pipeline, and the positioning plates are oppositely arranged on two sides of the shaft and clamped with the shaft.

Optionally, the drainage structure further comprises a stay bar, and the stay bar is supported on the back of the positioning plate.

Optionally, the positioning plate is a wedge-shaped concrete plate.

Optionally, a gap between the positioning plate and the connection between the shaft and the pipeline is provided with a poured concrete structure.

Optionally, the bottom plate is a prefabricated well plate or a poured concrete cushion.

The utility model discloses owing to adopt above-mentioned technical scheme, make it have following beneficial effect: 1. the well chamber is formed by connecting the pipeline with the corrugated pipe and the shaft with the corrugated pipe, the water outlet is formed at the bottom of the pipeline, the shaft is clamped in the water outlet through the corrugations on the surface of the shaft, so that the well chamber is quickly connected and arranged, the arrangement is more convenient, the brick building time is saved, the construction efficiency is greatly improved, and the used materials and the construction process are common materials and processes; 2. adopt concrete placement to seal the leakproofness that has further improved the well room to the junction of pit shaft and pipeline, make the utility model discloses a drainage effect further promotes. Not only saves time, guarantees the efficiency of construction and still makes more practical and the effect lasting in the use. 3. The effectual debris and the sewage that get into in the pipeline of isolation of filter prevent that the pipeline from taking place to block up, avoid the polluted environment. 4. The locating plate plays better support and guard action to the pit shaft, and concreting makes the junction of pit shaft and pipeline more stable, avoids taking place to collapse the scheduling problem, more convenient and practical. 5. The used material of this kind of drainage structures is satisfying under the condition that functional use, and the cost of manual work, machinery, material is compared traditional brick masonry drainage structure construction lower, often can select the job site be used for the rainwater pipeline lay the bellows clout can, realize the waste material utilization. And to the plastics catch basin of batch production finished product, then saved the economic cost of die sinking customization and deepening design and arrange the time cost 6 of production cycle, the utility model has the characteristics of drainage ability is good, low in cost and outward appearance pleasing to the eye, application scope is wide etc.

Drawings

In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the description of the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.

Fig. 1 is a schematic sectional view of a drainage structure of a temporary building according to the present invention;

fig. 2 is a plan view of a drainage structure of a temporary building according to the present invention;

fig. 3 is an installation schematic diagram of a drainage structure of a temporary building according to the present invention.

Description of reference numerals:

20. a pipeline; 21. a wellbore; 22. a base plate; 23. a baffle plate; 24. positioning a plate; 25. a filter plate.

Detailed Description

The following description of the embodiments of the present invention is provided for illustrative purposes, and other advantages and effects of the present invention will be readily apparent to those skilled in the art from the disclosure herein. The present invention can also be implemented or applied through other different specific embodiments, and various details in the present specification can be modified or changed based on different viewpoints and applications without departing from the spirit of the present invention.

The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments. It is characterized by comprising:

as shown in fig. 1, the utility model discloses a drainage structures of temporary buildings, the pot hole has been dug on the ground of temporary buildings next door, sets up drainage structures in the pot hole, drainage structures includes: the pipeline 20 is vertically arranged in the pot hole, the pipeline 20 is provided with a top pipe orifice and a bottom pipe orifice, the periphery of the pipeline 20 is oppositely provided with a pair of water outlets, and the water outlets are positioned at the bottom of the pipeline 20; a bottom plate 22 disposed at and sealing the bottom 20 orifice; and a shaft 21 with one end clamped to the water outlet, wherein the other end of the shaft 21 is communicated with a city drainage system so as to drain the water collected in the pipeline 20 into the city drainage system through the shaft 21. Preferably, the water includes rainwater and sewage.

The utility model discloses a drainage structures is equipped with the pipeline of vertical direction, and the pipeline is collected rainwater and sewage, and the pipeline bottom is equipped with the bottom plate, and the bottom plate just prevents seepage such as rainwater or sewage with the bottom closing cap of pipeline, and the week portion of pipeline still is equipped with a pair of outlet and is close to the bottom plate, and the outlet joint that sets up relatively has the pit shaft and connects urban drainage system and then orderly discharge rainwater and sewage of collecting in the pipeline. The mode of joint pit shaft makes drainage structure set up simply, and the installation is fast to the junction excellent in effect of pit shaft and pipeline, difficult seepage can not take place the ponding seepage and cause the circumstances such as waterlogging for long-time the use. Wide application range, low cost and convenient use.

As shown in fig. 1 and 2, in the drainage structure of a temporary building according to an embodiment of the present invention, the pipe 20 and the shaft 21 are corrugated pipes. The outer wall of the corrugated pipe is provided with a corrugated groove.

When a rainwater pipeline is laid by using corrugated pipes in a construction site, corrugated pipe pipelines with different pipe diameters are adopted according to different pipe diameters of the shaft 21 entering and exiting the drainage structure well chamber, 2 grooves need to be symmetrically cut at the bottom of the pipeline 20 when prefabrication is cut in the site, and the depth and the width of the grooves are suitable for just sleeving the shaft 21 of the drainage port. The height of the entire pipe 20 is determined according to the elevation of the on-site drainage structure and the depth of the rainwater pipe, and then a corrugated pipe of an appropriate length is cut out as the pipe 20.

Specifically, the tunnel bottom that pipeline 20 waited to set up the position is equipped with bottom plate 22, pipeline 20 is vertical to be arranged in back on bottom plate 22 with bottom plate 22 coupling part is sealed, pipeline 20 is close to bottom plate 22 department opens there the outlet, the outlet with pit shaft 21 joint, promptly the outlet with the bellows joint, the outer wall of bellows is equipped with the ripple groove, the oral area joint in the ripple groove carries out the joint fixed, and waterproof performance is good.

As shown in fig. 1 and 2, in the drainage structure of a temporary building of the present invention, a groove is formed at the top of the pipe wall of the pipe 20, a pair of opposite baffles 23 are arranged in the groove, the baffles 23 are partially fastened in the groove and fixed, a filter 25 is fastened in the gap between the baffles 23, and the filter 25 is provided with a plurality of filtering holes and covers the top pipe opening of the pipe 20. Preferably, the filter plate is a grate, and the grate is a square grate.

The groove is used for symmetrically placing the baffle plates 23 of the drainage structure, so that the baffle plates 23 are clamped with the filter plates 25 to be attached to the top pipe orifice without gaps.

Specifically, the bottom of the baffle 23 is provided with a convex block, the convex block is clamped and fixed in the groove, the baffle 23 which is arranged oppositely is respectively positioned at two sides of the top pipe wall of the pipeline 20 and is provided with a gap, the filter plate 25 is clamped and fixed in the gap, and the baffle 23 shields the position which can not be covered by the filter plate 25, so that sundries are prevented from flowing into the drainage structure, and further risks such as blockage can be caused.

The utility model discloses an in another embodiment, the filter 25 prefabricated and with recess looks adaptation, the filter 25 is the plectane, the filter 25 joint in the recess, and need not baffle 23 is right the filter 25 shelters from the part that does not place and shelters from.

As shown in fig. 3, in the drainage structure of the temporary building of the present invention, the drainage structure further includes a positioning plate 24, the positioning plate 24 is uniformly distributed on both sides of the shaft 21 and is close to the junction of the shaft 21 and the pipeline 20, the positioning plate 24 is relatively disposed on both sides of the shaft 21 and is connected to the shaft 21 in a clamping manner. Preferably, the locating plate is a wedge-shaped concrete plate.

The diameter of the pipeline 20 is D1, the diameter of the shaft 21 entering and exiting the water outlet is D2, D1 is more than D2, the pipeline 20 is symmetrically cut at two sides, the width of the pipeline is the diameter of the shaft 21, and the insertion depth is about 5 cm.

As shown in fig. 3, in the drainage structure of the temporary building of the present invention, the drainage structure further includes a stay bar, and the stay bar is supported on the back of the positioning plate.

As shown in fig. 3, in the drainage structure of the temporary building of the present invention, a gap between the positioning plate 24 and the junction of the shaft 21 and the pipeline 20 is further provided with a poured concrete structure.

Specifically, after the pipe 20 is placed on the bottom plate 22 and sealed, the gap between the shaft 21 and the pipe 20 needs to be filled and compacted. According to the requirements of projects, when concrete is required to be encapsulated and enter and exit a well gap, the concrete can extend outwards for about 20cm at the water drainage port, the wedge-shaped concrete plates are nailed under the front, the back, the left and the right as well as the nail and used as templates for encapsulation treatment, and the back of each wedge-shaped concrete plate is provided with a support rod for top support and fixation; if the concrete encapsulation treatment is not needed, the cement mortar can be directly used for filling the gap. The wedge-shaped concrete plate simultaneously plays a role in fixing the shaft 21, so that the stability of the joint of the shaft 21 and the pipeline 20 is ensured, and further the leakage of rainwater or sewage is prevented.

As shown in fig. 3, in the drainage structure of a temporary building of the present invention, the bottom plate 22 is a prefabricated well plate or a poured concrete pad. Wherein, according to the difference that sets up the requirement temporarily, the bottom plate of drainage structure well room can adopt prefabricated reinforced concrete slab or the concrete cushion of pouring, consider with the combination of pipeline 20, the bottom plate suggestion adopts circularly, and specification and size are according to actual conditions and decide.

The utility model discloses an in a concrete implementation mode, before using, prefabricated corrugated pipe, 1 totally, the baffle 2 totally, prefabricated bottom plate 1 totally, the filter 1 totally, locating plate and vaulting pole respectively count 4 (each side respectively 2), the height of whole pipeline is confirmed according to on-the-spot drainage structures's elevation and buried depth, later the bellows of suitable length of intercepting is as the pipeline, set up the pot hole in the temporary construction region earlier, the bottom plate construction of temporary construction region drainage structures should go on with the pipeline laying work is synchronous, the well diameter D1 size of pipeline should be decided according to the pit shaft diameter D2 of business turn over drainage structures well room, and satisfy D1 > D2, for example D1 is when DN300, then D2 can be expected DN 500. When prefabricating, 2 water outlets need to be symmetrically cut at the bottom of the pipeline, so that a shaft of the water outlets can be conveniently sleeved, the depth and the width of the shaft are suitable for just clamping the shaft of the water outlets, and the shaft is stably placed on the bottom plate and sealed. According to the requirements for quality on site, the pores can be encapsulated by concrete, and at the moment, the wedge-shaped concrete plate can be used as a template. When the cement mortar is used for filling the pores, the use of the wedge-shaped concrete plate can be omitted. After the encapsulation, cut out the recess at the pipeline oral area, the drainage structures baffle is placed to the symmetry, the laminating filter of being convenient for and do not keep the gap, place after the completion again receive the face handle can. Rainwater or sewage flows into the pipeline along the filter plate and then flows into the shaft from the water outlets at two sides respectively, and the shaft is connected with a municipal drainage system so as to drain the rainwater or the sewage. Set up the efficiency of construction simultaneously high, adopt the bellows construction cost low, further reduce drainage structures's cost, this drainage structures construction does not need professional workman of building by laying bricks or stones, and ordinary workman can implement for the bellows of building by laying bricks or stones drainage structures is the pipe diameter from top to bottom even unanimous, compares traditional fragment of brick to build by laying bricks or stones, and the effect of whole construction is more pleasing to the eye, has improved the efficiency of construction when using manpower sparingly the cost, comparatively practical.

It should be noted that the structure, ratio, size and the like shown in the drawings attached to the present specification are only used for matching with the content disclosed in the specification, so as to be known and read by those skilled in the art, and are not used for limiting the limit conditions that the present invention can be implemented, so that the present invention has no technical essential meaning, and any structure modification, ratio relationship change or size adjustment should still fall within the scope that the technical content disclosed in the present invention can cover without affecting the efficacy and the achievable purpose of the present invention. Meanwhile, the terms such as "upper", "lower", "left", "right", "middle" and "one" used in the present specification are for convenience of description, and are not intended to limit the scope of the present invention, and changes or adjustments of the relative relationship thereof may be made without substantial technical changes, and the present invention is also regarded as the scope of the present invention.

The above description is only a preferred embodiment of the present invention, and the present invention is not limited to the above description, and although the present invention has been disclosed with the preferred embodiment, it is not limited to the present invention, and any skilled person can make modifications or changes equivalent to the equivalent embodiment without departing from the scope of the present invention, but all the technical matters of the present invention are within the scope of the present invention.

Claims

1. A drainage structure of a temporary building, a pot hole is dug on the ground beside the temporary building, and a drainage structure is arranged in the pot hole, which is characterized in that the drainage structure comprises:

a bottom plate disposed at and sealing the bottom orifice; and

2. A temporary building drainage structure according to claim 1, wherein said pipe and said shaft are bellows.

3. A drainage structure for temporary buildings according to claim 1, wherein the top of the pipe has a groove formed at the pipe wall, a pair of opposite baffles are disposed in the groove, the baffles are partially clamped and fixed in the groove, a filter plate is clamped in the gap between the baffles, and the filter plate has a plurality of filter holes and covers the top pipe opening of the pipe.

4. A drainage structure for a temporary building according to claim 3, wherein said filtering plate is a perforated strainer.

5. A drainage structure for temporary buildings according to claim 1, further comprising positioning plates, wherein the positioning plates are uniformly distributed on two sides of the shaft and close to the connection between the shaft and the pipeline, and the positioning plates are oppositely arranged on two sides of the shaft and clamped with the shaft.

6. A drainage structure for temporary buildings according to claim 5, characterized in that the drainage structure further comprises a stay which is supported against the back of the location plate.

7. A drainage structure for temporary buildings according to claim 5, wherein the positioning plate is a wedge-shaped concrete plate.

8. A drainage structure of temporary buildings according to claim 5, characterized in that the gap between the positioning plate and the junction of the shaft and the pipeline is provided with a poured concrete structure.

9. A drainage structure for a temporary building according to claim 1, wherein the bottom plate is a prefabricated well plate or a poured concrete pad.