CN113187070A - Setting method of linear drainage system - Google Patents
Setting method of linear drainage system Download PDFInfo
- Publication number
- CN113187070A CN113187070A CN202110363827.9A CN202110363827A CN113187070A CN 113187070 A CN113187070 A CN 113187070A CN 202110363827 A CN202110363827 A CN 202110363827A CN 113187070 A CN113187070 A CN 113187070A
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- CN
- China
- Prior art keywords
- drainage ditch
- linear
- linear drainage
- drainage
- adjusting bolt
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000000034 method Methods 0.000 title abstract description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 18
- 239000004575 stone Substances 0.000 claims abstract description 7
- 239000002689 soil Substances 0.000 claims abstract description 5
- 229910001220 stainless steel Inorganic materials 0.000 claims abstract description 4
- 239000010935 stainless steel Substances 0.000 claims abstract description 4
- 238000010276 construction Methods 0.000 claims description 9
- 239000000463 material Substances 0.000 abstract description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/06—Methods of, or installations for, laying sewer pipes
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/46—Foundations for supply conduits or other canals
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Health & Medical Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
Abstract
The invention specifically relates to a setting method of a linear drainage system; pouring a linear drainage ditch base layer (7) according to the design gradient requirement; a U-shaped linear drainage ditch base (3) is arranged along the design direction of the drainage ditch; mounting a support square pipe (2), and mounting an adjusting bolt (1) on the support square pipe (2); the two sides of the finished linear drainage ditch (3) are fixed by concrete, a water collecting well and a drainage pipe (10) are arranged, water is drained to the rainwater well through the water collecting well and the drainage pipe (10), the two sides of the water collecting well are provided with the linear drainage ditch (3) with reverse gradient, a stainless steel top cover of the linear drainage ditch is installed after soil returns to a site, and finally stone (5) is paved. This linear drainage system adjusts the apron height through the adjusting bolt who supports square pipe upper portion, can solve the drainage smooth problem that the drainage slope caused inadequately, can make the stone material of top shop paste can level and smooth not have crooked again, and pleasing to the eye degree is high.
Description
Technical Field
The invention relates to the technical field of construction of constructional engineering, in particular to a method for setting a linear drainage system.
Background
Generally, outdoor square drainage is often limited in elevation by rain drainage pipelines, and the traditional drainage pipeline system cannot be adopted due to insufficient surface soil covering depth. In order to overcome the problem, a gap type linear drainage ditch (hereinafter referred to as a linear drainage ditch) is generally adopted for the traditional outdoor square drainage pipeline, and has the characteristics that the surface is directly leveled with the ground, the vertical space required by installation is not limited, the drainage is continuous plane drainage, the drainage rate is higher than the traditional punctiform drainage efficiency, and meanwhile, the drainage plate on the top surface of the linear drainage ditch and an outdoor paving material are integrally designed, so that the landscape effect is better.
However, in the actual use process, the linear drainage ditch is purchased as a finished product, and the specification is uniform, so that the drainage slope required by the design can not be realized during construction, and the phenomena of water accumulation in the ditch, unsmooth drainage and the like are caused.
Disclosure of Invention
The invention aims to overcome the defects and provide a construction method for arranging a linear drainage ditch, so that the problems of accumulated water drainage unsmooth and the like caused by no gradient of the drainage ditch are solved.
In order to achieve the above object, the present invention is realized by:
the construction method for setting the linear drainage ditch comprises the following steps
Step 1, pouring a linear drainage ditch base layer (7) according to the requirement of a design gradient;
step 2, after the pouring of the linear drainage ditch base layer (7) is completed, installing a U-shaped linear drainage ditch base (3) along the design direction of the drainage ditch;
and 4, fixing the two sides of the finished linear drainage ditch (3) by using concrete, arranging a water collecting well and a drainage pipe (10) at intervals of 20-30 m, draining water to the rainwater well through the water collecting well and the drainage pipe (10), arranging the linear drainage ditch (3) with reverse gradient at the two sides of the water collecting well, installing a stainless steel top cover of the linear drainage ditch after soil returns to the site, and finally paving and pasting the stone (5).
According to the construction method for setting the linear drainage ditch, the length of the adjusting bolt (1) is 5 cm.
The setting method of the linear drainage system has the following advantages:
1. the height of the cover plate is adjusted through the adjusting bolts on the upper parts of the supporting square pipes, so that the problem of unsmooth drainage caused by insufficient drainage gradient can be solved, and the stone above the cover plate can be laid smoothly without deflection, and the appearance is high;
2. the whole drainage system is simple in setting process, low in cost and high in practicability.
Drawings
Fig. 1 is a front view of the present linear drainage system.
Fig. 2 is a side view of the present linear drainage system.
Detailed Description
The invention is further illustrated by the following specific examples.
As shown in figures 1 and 2, the construction method for arranging the linear drainage ditch comprises the following steps
Step 1, pouring a linear drainage ditch base layer (7) according to the requirement of a design gradient;
step 2, after the pouring of the linear drainage ditch base layer (7) is completed, installing a U-shaped linear drainage ditch base (3) along the design direction of the drainage ditch;
and 4, fixing the two sides of the finished linear drainage ditch (3) by using concrete, arranging a water collecting well and a drainage pipe (10) at intervals of 20-30 m, draining water to the rainwater well through the water collecting well and the drainage pipe (10), arranging the linear drainage ditch (3) with reverse gradient at the two sides of the water collecting well, installing a stainless steel top cover of the linear drainage ditch after soil returns to the site, and finally paving and pasting the stone (5).
According to the construction method for setting the linear drainage ditch, the length of the adjusting bolt (1) is 5 cm.
The setting method of the linear drainage system has the following advantages:
1. the height of the cover plate is adjusted through the adjusting bolts on the upper parts of the supporting square pipes, so that the problem of unsmooth drainage caused by insufficient drainage gradient can be solved, and the stone above the cover plate can be laid smoothly without deflection, and the appearance is high;
2. the whole drainage system is simple in setting process, low in cost and high in practicability.
Claims (2)
1. A construction method for setting a linear drainage ditch is characterized by comprising the following steps
Step 1, pouring a linear drainage ditch base layer (7) according to the requirement of a design gradient;
step 2, after the pouring of the linear drainage ditch base layer (7) is completed, installing a U-shaped linear drainage ditch base (3) along the design direction of the drainage ditch;
step 3, mounting a support square pipe (2) at the gap connection position above the linear drainage ditch base (3), and mounting an adjusting bolt (1) on the support square pipe (2); when the height needs to be reduced, the adjusting bolt (1) is loosened so as to reduce the height of the drain cover plate (6); when the height needs to be increased, the adjusting bolt (1) is screwed to extend the adjusting bolt (1), so that the height is increased to the required height;
and 4, fixing the two sides of the finished linear drainage ditch (3) by using concrete, arranging a water collecting well and a drainage pipe (10) at intervals of 20-30 m, draining water to the rainwater well through the water collecting well and the drainage pipe (10), arranging the linear drainage ditch (3) with reverse gradient at the two sides of the water collecting well, installing a stainless steel top cover of the linear drainage ditch after soil returns to the site, and finally paving and pasting the stone (5).
2. The construction method of a linear drainage ditch according to claim 1, wherein: the length of the adjusting bolt (1) is 5 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110363827.9A CN113187070A (en) | 2021-04-02 | 2021-04-02 | Setting method of linear drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110363827.9A CN113187070A (en) | 2021-04-02 | 2021-04-02 | Setting method of linear drainage system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113187070A true CN113187070A (en) | 2021-07-30 |
Family
ID=76974871
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110363827.9A Pending CN113187070A (en) | 2021-04-02 | 2021-04-02 | Setting method of linear drainage system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113187070A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114855543A (en) * | 2022-05-30 | 2022-08-05 | 中国一冶集团有限公司 | Square invisible drainage ditch edge paving leveling device and construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07150615A (en) * | 1993-11-30 | 1995-06-13 | Takiron Co Ltd | Construction method of u-shaped gutter |
| CN108118771A (en) * | 2018-02-02 | 2018-06-05 | 厦门大学嘉庚学院 | Linear drainage ditch and bottom of trench height adjusting method |
| KR102075310B1 (en) * | 2019-08-20 | 2020-02-07 | 김재환 | transversal drainage |
| CN211112982U (en) * | 2019-05-23 | 2020-07-28 | 中国人民解放军陆军工程大学 | Gap type linear drainage device |
| CN212129408U (en) * | 2020-01-17 | 2020-12-11 | 无锡市市政设施建设工程有限公司 | Linear finished product escape canal of slot formula |
-
2021
- 2021-04-02 CN CN202110363827.9A patent/CN113187070A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07150615A (en) * | 1993-11-30 | 1995-06-13 | Takiron Co Ltd | Construction method of u-shaped gutter |
| CN108118771A (en) * | 2018-02-02 | 2018-06-05 | 厦门大学嘉庚学院 | Linear drainage ditch and bottom of trench height adjusting method |
| CN211112982U (en) * | 2019-05-23 | 2020-07-28 | 中国人民解放军陆军工程大学 | Gap type linear drainage device |
| KR102075310B1 (en) * | 2019-08-20 | 2020-02-07 | 김재환 | transversal drainage |
| CN212129408U (en) * | 2020-01-17 | 2020-12-11 | 无锡市市政设施建设工程有限公司 | Linear finished product escape canal of slot formula |
Non-Patent Citations (1)
| Title |
|---|
| 李龙等: "成品线性排水沟设计和施工工艺技术探讨", 《重庆建筑》 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114855543A (en) * | 2022-05-30 | 2022-08-05 | 中国一冶集团有限公司 | Square invisible drainage ditch edge paving leveling device and construction method |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20210730 |
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| RJ01 | Rejection of invention patent application after publication |