CN205134398U - A secret drainage system that is used for building rectification worker method - Google Patents
A secret drainage system that is used for building rectification worker method Download PDFInfo
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- CN205134398U CN205134398U CN201520761753.4U CN201520761753U CN205134398U CN 205134398 U CN205134398 U CN 205134398U CN 201520761753 U CN201520761753 U CN 201520761753U CN 205134398 U CN205134398 U CN 205134398U
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- drainage pipe
- setting
- engineering method
- building
- building inclination
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model belongs to the technical field of building rectification engineering, refer in particular to a secret drainage system that is used for building rectification worker method, including drainage pipe and the escape canal of level to the setting that the slant set up, the drainage pipe of slant setting is provided with two rows, sets up along house length direction interval respectively, and both sides, the lower extreme that the drainage pipe's of slant setting upper end is arranged in the wall body that subsides less side respectively is located the soil of above -mentioned wall body below, and the drainage pipe's that the every row of slant set up upper end is connected to the escape canal of setting with the level, the utility model discloses a groundwater drainage system is used for entangling to one side of building, and the security is high, efficient, and the construction is simple and convenient, low cost, and the building slope rectification engineering that can be used for multiple reason to arouse can realize the purpose of building rectification high -efficient, accurately.
Description
Technical field:
The utility model belongs to building inclination rectification field of engineering technology, refers in particular to a kind of underdrainage system for building inclination rectification engineering method.
Background technology:
Deviation rectifying project refers to that existing building causes skew upright position and run-off the straight for a certain reason, have a strong impact on use, even endanger resident family's lives and properties and plant produced safe time, the rectification righting reinforcement measure taked, to recovering the engineering of its normal usage function.
Summary of the invention:
The purpose of this utility model is to provide a kind of easy construction, the underdrainage system for building inclination rectification engineering method with low cost.
The utility model is achieved in that
For a underdrainage system for building inclination rectification engineering method, be one of following structure:
1. the drainage pipe of oblique setting and level is comprised to the gutter arranged, the drainage pipe of described oblique setting is provided with two rows, arrange along length direction interval, house respectively, the upper end of the drainage pipe of oblique setting lays respectively at the both sides of the body of wall of sedimentation smaller side, lower end is arranged in soil below above-mentioned body of wall, and the upper end of often arranging the drainage pipe of oblique setting is connected to the gutter arranged with level;
2. described ground water drainage system comprises the vertical drainage pipe that arranges and level to the gutter arranged, the drainage pipe of described vertical setting is provided with two rows, arrange along length direction interval, house respectively, the drainage pipe of vertical setting is positioned at the both sides of the body of wall of the less side of sedimentation, inserted downwards by the both sides on the basis of the less side body of wall of sedimentation and form the vertical drainage pipe arranged, be connected with level to the gutter arranged in the upper end of the vertical drainage pipe arranged.
In technique scheme, the drainage pipe of the correspondences in the drainage pipes of the oblique setting of described two row or the vertical drainage pipe arranged of two rows staggers setting.
In technique scheme, the drainage pipe of described oblique setting and the length of the vertical drainage pipe arranged are 2 meters-30 meters.
In technique scheme, the drainage pipe of described oblique setting and the vertical drainage pipe arranged, be the plastic draining board in sand drain or sand wick or employing drill rod insertion soil, level adopts sandstone french drain to the gutter arranged.
In technique scheme, the upper end of described drill rod is steel pipe, and lower end is welded with the steel plate of one piece of rhombus band edge of a knife, steel plate is welded with the Plug Division can inserted for plastic draining board.
In technique scheme, described Plug Division is the U-shaped structure be bent into by reinforcing bar or the U-board with open slot.
The advantage that the utility model is given prominence to compared to existing technology is:
Ground water drainage system of the present utility model is used for the well straightening of building, and safety is high, efficiency is high, easy construction, with low cost, may be used for the building inclination deviation rectifying project that many reasons causes, efficiently, accurately can realize the object of building inclination rectification.
Accompanying drawing illustrates:
Fig. 1 is that the utility model adopts the drainage pipe of oblique setting and level to the schematic diagram after the installation in the gutter arranged;
Fig. 2 is the drainage pipe of the oblique setting of the utility model and the level schematic diagram to the gutter position relationship arranged;
Fig. 3 is that the utility model adopts the drainage pipe and level that vertically arrange to the schematic diagram after the installation in the gutter arranged;
Fig. 4 is the drainage pipe that vertically arranges of the utility model and the level schematic diagram to the gutter position relationship arranged;
Fig. 5 is the simplified schematic diagram of the utility model drill rod.
Detailed description of the invention:
With specific embodiment, the utility model is further described below:
Embodiment 1: see Fig. 1-2,5:
By the drainage pipe of oblique setting and level to the gutter arranged:
A kind of underdrainage system for building inclination rectification engineering method, comprise the drainage pipe 1 of oblique setting and level to the gutter 2 arranged, the drainage pipe 1 of described oblique setting is provided with two rows, arrange along length direction interval, house respectively, the upper end of the drainage pipe 1 of oblique setting lays respectively at the both sides of the body of wall 3 of sedimentation smaller side, lower end is arranged in soil 4 below the basis 6 of above-mentioned body of wall 3, and the upper end of often arranging the drainage pipe 1 of oblique setting is connected to the gutter 2 arranged with level.
In technique scheme, the drainage pipe of correspondences in the drainage pipe 1 of the oblique setting of described two row staggers setting.
In technique scheme, the length of the drainage pipe 1 of described oblique setting is 2 meters-30 meters.Concrete length is according to actual conditions value in above-mentioned scope.
In technique scheme, the drainage pipe 1 of described oblique setting is sand drain or sand wick or adopts drill rod to insert plastic draining board in soil, and level adopts sandstone french drain to the gutter 2 arranged.
In technique scheme, the upper end of described drill rod 7 is steel pipe 8, and lower end is welded with the steel plate 9 of one piece of rhombus band edge of a knife, steel plate 9 is welded with the Plug Division can inserted for plastic draining board.
In technique scheme, described Plug Division is the U-shaped structure be bent into by reinforcing bar or the U-board with open slot.
Level is list structure to the gutter 2 arranged with the gutter 1 of oblique setting.
Embodiment 2: see Fig. 3-5:
By the drainage pipe vertically arranged and level to the gutter arranged:
Described ground water drainage system comprises the vertical drainage pipe 5 that arranges and level to the gutter 2 arranged, the drainage pipe 5 of described vertical setting is provided with two rows, arrange along length direction interval, house respectively, the drainage pipe 5 of vertical setting is positioned at the both sides of the body of wall 3 of the less side of sedimentation, inserted downwards by the both sides on the basis 6 of the less side body of wall of sedimentation and form the vertical drainage pipe 5 arranged, be connected with level to the gutter 2 arranged in the upper end of the vertical drainage pipe 5 arranged.
In technique scheme, stagger setting in the gutter of the correspondences in the vertical drainage pipe 5 arranged of described two row.
In technique scheme, the length of the drainage pipe 5 of described vertical setting is 2 meters-30 meters.Concrete length is according to actual conditions value in above-mentioned scope.
In technique scheme, the drainage pipe 1 of described vertical setting is sand drain or sand wick or adopts drill rod to insert plastic draining board in soil, and level adopts sandstone french drain to the gutter 2 arranged.
The structure of drill rod 7 is identical with embodiment 1.
Level is list structure to the gutter 2 arranged with the gutter 5 vertically arranged.
Above-described embodiment is only one of preferred embodiment of the present utility model; not limit practical range of the present utility model and applicable object with this; therefore: all equivalences done according to form of the present utility model, principle change and equivalent applicable object, all should be covered by within protection domain of the present utility model.
Claims (10)
1. the underdrainage system for building inclination rectification engineering method, it is characterized in that: comprise the drainage pipe of oblique setting and level to the gutter arranged, the drainage pipe of described oblique setting is provided with two rows, arrange along length direction interval, house respectively, the upper end of the drainage pipe of oblique setting lays respectively at the both sides of the body of wall of sedimentation smaller side, lower end is arranged in soil below above-mentioned body of wall, and the upper end of often arranging the drainage pipe of oblique setting is connected to the gutter arranged with level.
2. a kind of underdrainage system for building inclination rectification engineering method according to claim 1, is characterized in that: the drainage pipe of the correspondences in the drainage pipes of the oblique setting of described two row or the vertical drainage pipe arranged of two rows staggers setting.
3. a kind of underdrainage system for building inclination rectification engineering method according to claim 1, is characterized in that: the length of the drainage pipe of described oblique setting is 2 meters-30 meters.
4. a kind of underdrainage system for building inclination rectification engineering method according to claim 1, is characterized in that: the drainage pipe of described oblique setting is sand drain or sand wick or adopts drill rod to insert plastic draining board in soil.
5. a kind of underdrainage system for building inclination rectification engineering method according to claim 4, is characterized in that: the upper end of described drill rod is steel pipe, and lower end is welded with the steel plate of one piece of rhombus band edge of a knife, steel plate is welded with the Plug Division can inserted for plastic draining board.
6. the underdrainage system for building inclination rectification engineering method, it is characterized in that: comprise the vertical drainage pipe that arranges and level to the gutter arranged, the drainage pipe of described vertical setting is provided with two rows, arrange along length direction interval, house respectively, the drainage pipe of vertical setting is positioned at the both sides of the body of wall of the less side of sedimentation, inserted downwards by the both sides on the basis of the less side body of wall of sedimentation and form the vertical drainage pipe arranged, be connected with level to the gutter arranged in the upper end of the vertical drainage pipe arranged.
7. a kind of underdrainage system for building inclination rectification engineering method according to claim 6, is characterized in that: the length of the drainage pipe of described vertical setting is 2 meters-30 meters.
8. a kind of underdrainage system for building inclination rectification engineering method according to claim 6, it is characterized in that: the drainage pipe of described vertical setting is sand drain or sand wick or adopts drill rod to insert plastic draining board in soil, and level adopts sandstone french drain to the gutter arranged.
9. a kind of underdrainage system for building inclination rectification engineering method according to claim 8, is characterized in that: the upper end of described drill rod is steel pipe, and lower end is welded with the steel plate of one piece of rhombus band edge of a knife, steel plate is welded with the Plug Division can inserted for plastic draining board.
10. a kind of underdrainage system for building inclination rectification engineering method according to claim 5 or 9, is characterized in that: described Plug Division is the U-shaped structure be bent into by reinforcing bar or the U-board with open slot.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520761753.4U CN205134398U (en) | 2015-09-29 | 2015-09-29 | A secret drainage system that is used for building rectification worker method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520761753.4U CN205134398U (en) | 2015-09-29 | 2015-09-29 | A secret drainage system that is used for building rectification worker method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205134398U true CN205134398U (en) | 2016-04-06 |
Family
ID=55620205
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520761753.4U Expired - Fee Related CN205134398U (en) | 2015-09-29 | 2015-09-29 | A secret drainage system that is used for building rectification worker method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205134398U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592657A (en) * | 2016-12-21 | 2017-04-26 | 南京工业大学 | Rectification and reinforcement method for oil tank piled raft foundation |
-
2015
- 2015-09-29 CN CN201520761753.4U patent/CN205134398U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592657A (en) * | 2016-12-21 | 2017-04-26 | 南京工业大学 | Rectification and reinforcement method for oil tank piled raft foundation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160406 Termination date: 20170929 |