CN205134332U - Municipal administration delivery pipeline hole groove supporting construction - Google Patents
Municipal administration delivery pipeline hole groove supporting construction Download PDFInfo
- Publication number
- CN205134332U CN205134332U CN201520689542.4U CN201520689542U CN205134332U CN 205134332 U CN205134332 U CN 205134332U CN 201520689542 U CN201520689542 U CN 201520689542U CN 205134332 U CN205134332 U CN 205134332U
- Authority
- CN
- China
- Prior art keywords
- hole groove
- campshed
- pipeline hole
- utility
- model
- Prior art date
- 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.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title abstract description 11
- 238000009434 installation Methods 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 abstract description 9
- 238000000034 method Methods 0.000 abstract description 4
- 239000010865 sewage Substances 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000004568 cement Substances 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 239000003034 coal gas Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a municipal administration delivery pipeline hole groove supporting construction, including setting up respectively strut the campshed, two on the wall of delivery pipeline hole groove both sides it is equipped with interior support to strut between the campshed. The utility model discloses a municipal administration delivery pipeline hole groove supporting construction struts the campshed and sets up interior support between the campshed strutting through the setting, is keeping off a soil body in -process, on the soil pressure of side slope soil body horizontal direction is used in the back of strutting the campshed, is used for bearing jointly the horizontal earth pressure through strutting between campshed and the interior support promptly, has improved the security of engineering construction from this, influences lessly to being close to building and near pipeline simultaneously. Therefore, the utility model discloses a municipal administration delivery pipeline hole groove supporting construction has the fast and stability of simple structure, construction speed advantage such as good, and can ensure the neighbouring building safety of the scope of operation.
Description
Technical field
The utility model belongs to municipal rain sewer line field of engineering technology, is specifically related to a kind of municipal drainage pipeline hole groove supporting and protection structure.
Background technology
Municipal drain refers to rainwater, sewage conduct under town road, and " sewer pipe " that be namely commonly called as, engineering is commonly referred to municipal drainage pipeline.According to equipment under Chinese town road, be generally provided with different pipelines, as electric power, communication, coal gas, feedwater, drainage pipe etc.And drainage pipe is owing to considering the measure of rain, dirty shunting, namely rainwater generally enters river nearby, and sewage enters Wastewater Treatment Plant, so municipal drain comprises rainwater and sewage two kinds of pipelines.
The problems such as engineering geology complexity, operation side is little, the construction period is short are often encountered in the municipal drainage pipeline work progress of cities and towns, if conveniently construction method is constructed, be difficult to ensure scope of operation adjacent structure safety, therefore must study a kind of new supporting method and engineering just can be made to launch smoothly.
Summary of the invention
In view of this, the purpose of this utility model is to provide a kind of municipal drainage pipeline to cheat groove supporting and protection structure, and it has the fast advantage of simple structure, reasonable stress and speed of application, and can guarantee scope of operation adjacent structure safety.
For achieving the above object, the utility model provides following technical scheme:
A kind of municipal drainage pipeline hole groove supporting and protection structure, comprises the retaining piles be separately positioned on groove two side, described flowing line hole, is provided with inner support between two described retaining piles.
Further, described retaining piles is steel concrete campshed.
Further, described inner support is in being horizontally disposed with, and described retaining piles is provided with the installation groove for installing described inner support.
Further, described inner support is set at least one deck from top to bottom.
Further, described inner support is gripper shoe or brace summer.
The beneficial effects of the utility model are:
Municipal drainage pipeline hole of the present utility model groove supporting and protection structure, by arranging retaining piles and arrange inner support between retaining piles, in a gear soil body process, the soil pressure of slope soil horizontal direction acts on the back side of retaining piles, namely by being used for shared horizontal earth pressure between retaining piles and inner support, which thereby enhance the safety of engineering construction, affect less on adjacent structure and neighbouring pipeline thereof simultaneously.Therefore, municipal drainage pipeline of the present utility model hole groove supporting and protection structure has the fast and advantage such as to have good stability of simple structure, speed of application, and can guarantee scope of operation adjacent structure safety.
Accompanying drawing explanation
In order to make the purpose of this utility model, technical scheme and beneficial effect clearly, the utility model provides following accompanying drawing to be described:
Fig. 1 is the structural representation of the utility model municipal drainage pipeline hole groove supporting and protection structure embodiment.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail, and to make those skilled in the art better can understand the utility model being implemented, but illustrated embodiment is not as to restriction of the present utility model.
As shown in Figure 1, be the structural representation of the utility model municipal drainage pipeline hole groove supporting and protection structure embodiment.The municipal drainage pipeline hole groove supporting and protection structure of the present embodiment, comprises between retaining piles 2, two described retaining piles 2 of being separately positioned on groove 1 two side, described flowing line hole and is provided with inner support 3.The described retaining piles 2 of the present embodiment is steel concrete campshed, and flowing line 5 is arranged in the groove 1 of flowing line hole.
Further, described inner support 3 is in being horizontally disposed with, and described retaining piles 2 is provided with the installation groove 4 for installing described inner support 3, is convenient to install inner support 3.The inner support 3 of the present embodiment is set to one deck, and certainly, according to actual needs, inner support 3 also can be set at least two-layer from top to bottom, and its principle is suitable, is not repeated.Described inner support 3 is gripper shoe or brace summer, and the inner support 3 of the present embodiment adopts gripper shoe.
The construction method of the present embodiment municipal drainage pipeline hole groove supporting and protection structure is as follows:
The first step: according to engineering geological conditions and flowing line hole groove 1 cutting depth, design retaining piles 2, inner support 3, cement mixing content, the width of the installation groove 3 of the fixing inner support of design and spacing;
Second step: carry out hole groove excavation and underdrainage in pre-buried flowing line location, often excavates a segment distance and carries out inner support according to the groove location of design and build, until excavation is to presetting buried depth.
The municipal drainage pipeline hole groove supporting and protection structure of the present embodiment, by arranging retaining piles 2 and arrange inner support 3 between retaining piles 2, in a gear soil body process, the soil pressure of slope soil horizontal direction acts on the back side of retaining piles 2, namely by being used for shared horizontal earth pressure between retaining piles 2 and inner support 3, which thereby enhance the safety of engineering construction, affect less on adjacent structure and neighbouring pipeline thereof simultaneously.Therefore, the municipal drainage pipeline of the present embodiment hole groove supporting and protection structure has the fast and advantage such as to have good stability of simple structure, speed of application, and can guarantee scope of operation adjacent structure safety.
The above embodiment is only for absolutely proving the preferred embodiment that the utility model is lifted, and protection domain of the present utility model is not limited thereto.The equivalent alternative or conversion that those skilled in the art do on the utility model basis, all within protection domain of the present utility model.Protection domain of the present utility model is as the criterion with claims.
Claims (2)
1. a municipal drainage pipeline hole groove supporting and protection structure, is characterized in that: comprise the retaining piles be separately positioned on groove two side, described flowing line hole, be provided with inner support between two described retaining piles;
Described inner support is in being horizontally disposed with, and described retaining piles is provided with the installation groove for installing described inner support;
Described inner support is set at least one deck from top to bottom;
Described inner support is gripper shoe.
2. municipal drainage pipeline hole according to claim 1 groove supporting and protection structure, is characterized in that: described retaining piles is steel concrete campshed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520689542.4U CN205134332U (en) | 2015-09-08 | 2015-09-08 | Municipal administration delivery pipeline hole groove supporting construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520689542.4U CN205134332U (en) | 2015-09-08 | 2015-09-08 | Municipal administration delivery pipeline hole groove supporting construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205134332U true CN205134332U (en) | 2016-04-06 |
Family
ID=55620139
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520689542.4U Expired - Fee Related CN205134332U (en) | 2015-09-08 | 2015-09-08 | Municipal administration delivery pipeline hole groove supporting construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205134332U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105953078A (en) * | 2016-04-29 | 2016-09-21 | 中国冶集团有限公司 | Protection device and protection method of high-pressure gas pipeline |
| CN106759385A (en) * | 2017-01-16 | 2017-05-31 | 温州市龙湾大地绿化有限公司 | Municipal drainage pipeline pit supporting construction |
-
2015
- 2015-09-08 CN CN201520689542.4U patent/CN205134332U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105953078A (en) * | 2016-04-29 | 2016-09-21 | 中国冶集团有限公司 | Protection device and protection method of high-pressure gas pipeline |
| CN106759385A (en) * | 2017-01-16 | 2017-05-31 | 温州市龙湾大地绿化有限公司 | Municipal drainage pipeline pit supporting construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder |
Address after: 312400 middle forest building, No. 232, No. 232, south-east Road, Lushan street, Shengzhou, Zhejiang Patentee after: ZHEJIANG ZHONGLIN EXPLORATION AND RESEARCH CO.,LTD. Address before: 312400 Shengzhou, Shaoxing, Sanjiang street street, 288-20 street, building No. five, building Patentee before: ZHEJIANG ZHONGLIN EXPLORATION AND RESEARCH CO.,LTD. |
|
| CP02 | Change in the address of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160406 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |