CN206110296U - A drainage system for combatting earthquake building structure - Google Patents
A drainage system for combatting earthquake building structure Download PDFInfo
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- CN206110296U CN206110296U CN201621032150.1U CN201621032150U CN206110296U CN 206110296 U CN206110296 U CN 206110296U CN 201621032150 U CN201621032150 U CN 201621032150U CN 206110296 U CN206110296 U CN 206110296U
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- drainage
- pipe
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- earthquake
- building structure
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Abstract
The utility model provides a drainage system for combatting earthquake building structure belongs to earthquake -resistant structure technical field, and the purpose is solved at present when solving earthquake -resistant structure drainage problems, takes over through the flexibility and connects building room internal drain pipe and say and go out family drainage pipe and can lead to pipeline section to warp taking place great change with the drainage slope, makes the drainage pipe can't normal use for the problem of the unable normal drainage of earthquake -resistant structure. The utility model discloses a room internal drain pipe says and goes out family drainage pipe, room internal drain pipe says and goes out and is equipped with flexible nipple between the drainage pipe of family, drain pipe and flexible displacement thimble assembly, flexible nipple and drain pipe fixture sliding seat constitute flexible drainage pipe together, flexible displacement thimble assembly is established in flexible drainage pipe and the row water piping connection of its both ends through flexible nipple and upstream and downstream, flexible drainage pipe dress is on can revolving rotating -barrel board support, can revolve rotating -barrel board support fixes on ground foundation structure and building.
Description
Technical field
This utility model is related to earthquake-resistant structure technical field, more particularly to a kind of draining system for earthquake-resistant building structure
System.
Background technology
Earthquake-resistant structure is a kind of to resist earthquake to the Architectural Construction that damages of building.Earthquake-resistant structure is using by building
Build in the multiple elastic movable supporting construction set by Toft foundation structure.When an earthquake occurs, by building with
The relative displacement produced between Toft foundation structure, prevents the vertical and transverse vibrational displacement on stratum from causing brokenly to building
It is bad.As, during earthquake, building is primarily present lateral displacement by a relatively large margin, most in addition to vertical motion displacement by a small margin
When big, displacement is even more than ± 300mm, and this connection to building internal drainage pipeline with yard piping brings difficulty.
At present, Indoor environment drainage pipeline mainly adopts flexible joint drain pipe connection with family drainage connecting pipe road is gone out
Mode come solve the problems, such as drainage pipeline occur relative displacement when compensate.Building draining mainly uses the action of gravity reality of water
Existing, so drainage pipeline need to have certain drainage grade.Using the drainage pipeline of normal flexible interface drain pipe connection because not having
There are long enough stroke and gap, when drain pipe occurs larger relative displacement, can be deformed, sagging or upwarp, cause
Pipeline section deforms and drainage grade occurs larger change, make drainage pipeline cannot proper drainage, cause pipeline blockage and draining
It is not smooth.
The content of the invention
The purpose of this utility model is that drainage system just leads to not because of pipe deforming to solve in earthquake-resistant building structure
The problem of often draining, there is provided a kind of when building occurs vibration displacement with base structure, also can ensure that building internal drainage pipe
The drainage system for earthquake-resistant building structure of road proper drainage.
To solve above-mentioned technical problem, the technical solution adopted in the utility model is：
A kind of drainage system for earthquake-resistant building structure, including indoor drainage pipe and go out family drainage pipeline, wherein, institute
State indoor drainage pipe and go out flexible nipple, drain pipe and telescopic displacement thimble assembly between the drainage pipeline of family, it is described
Flexible nipple and drain pipe interval link together and constitute flexible water drainage pipeline, and telescopic displacement thimble assembly is located at flexible water drainage
In pipeline and its two ends are connected with the drain pipe of upstream and downstream by flexible nipple, and flexible water drainage pipeline is mounted in rotatable pipe clamp
On frame, rotatable pipe clamping stent is fixed on Toft foundation structure and building.
Alternatively, the telescopic displacement thimble assembly includes telescoping tube, the sleeve pipe of flanged disk, rubber seal and flange
Gland, in the sleeve pipe of the flanged disk that the telescoping tube insertion is attached thereto, rubber seal is located at the sleeve end of flanged disk
In mouthful socket flange for arranging, flange gland is connected with the socket flange of the sleeve pipe of flanged disk by bolt and by rubber seal
Circle is pressed on telescoping tube, to ensure that the sealing between telescoping tube and the sleeve pipe of flanged disk reaches wanting for connection and sealing
Ask, and adapt to axial with horizontal micro-deformation.
Alternatively, the rotatable pipe clamping stent includes rotatable pipe clamp, vertical rack, two oblique pull supports and bolt；
One end of the vertical rack and two oblique pull supports is connected with the bearing being arranged on rotatable pipe clamp by bolt.
Alternatively, the rotatable pipe clamping stent can also be by rotatable pipe clamp, door shaped stent, horizon bar and four oblique pulls
Bar is constituted, and horizon bar is located at the middle and upper part in door shaped stent, the upper and lower ends of rotatable pipe clamp by the bearing that arranges thereon with
The bottom bar center of door shaped stent and the center connection of horizon bar, one end of oblique pull pole is connected with the montant of door shaped stent.
Alternatively, the flexible nipple includes gum sleeve and stainless steel band, and the stainless steel band is arranged at institute
State gum sleeve two ends.
Alternatively, the length of the flexible nipple is 200mm.
This utility model adopts above-mentioned technical proposal, using telescopic displacement thimble assembly, rotatable pipe clamping stent and flexibility
Nipple is by earthquake-resistant structure thing indoor drainage pipe and goes out the drainage system that family drainage pipeline connects into flexibility, complete with traditional
Compared by the way of flexible joint drain pipe, not only can be real under the precondition for not changing drainage pipeline drainage grade
Still pipeline can not damage in earthquake displacement for existing earthquake-resistant structure, or even can ensure proper drainage.This utility model simple structure,
It is easily applied in Practical Project.Therefore, this utility model has the advantages that simple structure and practical.
Description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the axonometric chart of Fig. 1.
Fig. 3 is the structural representation of telescopic displacement thimble assembly of the present utility model.
Fig. 4 is a kind of structural representation of rotatable pipe clamping stent of the present utility model.
Fig. 5 is another kind of structural representation of rotatable pipe clamping stent of the present utility model.
Fig. 6 is the structural representation of flexible nipple of the present utility model.
Fig. 7 is the deformation schematic diagram of the drainage system for earthquake-resistant building structure of the present utility model.
Specific embodiment
With reference to the accompanying drawings and examples this utility model is described in further detail.
As depicted in figs. 1 and 2, the drainage system for earthquake-resistant building structure in the present embodiment, including indoor drainage pipe
Road 3 and go out family drainage pipeline 4, the indoor drainage pipe 3 and go out the flexible nipples 7 of some sections,
Some section drain pipies 23 and telescopic displacement thimble assembly 5, the flexible nipple 7 and drain pipe 23 are spaced the composition that links together
Flexible water drainage pipeline, during telescopic displacement thimble assembly 5 is located at flexible water drainage pipeline and its two ends by flexible nipple 7 with it is upper and lower
The drain pipe 23 of trip connects, and flexible water drainage pipeline is mounted on rotatable pipe clamping stent 6, and rotatable pipe clamping stent 6 is fixed on ground
In base structure 1 and building 2.
Wherein, as shown in figure 3, the telescopic displacement thimble assembly 5 includes the sleeve pipe 9, rubber of telescoping tube 8, flanged disk
Sealing ring 10 and flange gland 11, in the sleeve pipe 9 of the flanged disk that the insertion of the telescoping tube 8 is attached thereto, rubber seal 10
It is located in the socket flange of 9 port of sleeve pipe setting of flanged disk, flange gland 11 passes through bolt and the sleeve pipe 9 of flanged disk
Socket flange connection is simultaneously pressed on rubber seal 10 on telescoping tube 8, with ensure telescoping tube 8 and flanged disk sleeve pipe 9 it
Between sealing reach the requirement of connection and sealing, and adapt to axial with horizontal micro-deformation.Alternatively, the telescoping tube 8
Can be using A types or W type cast iron tubing in GB/T12772 standards.The material of the rubber seal 10 is ethylene propylene diene rubber.
Wherein, as shown in figure 4, the rotatable pipe clamping stent 6 includes rotatable pipe clamp 12, vertical rack 18, two tiltedly
Draw support 19 and bolt 14；One end of the vertical rack 18 and two oblique pull supports 19 by bolt 14 be arranged on it is rotatable
Bearing connection on pipe clamp 12.
As shown in figure 5, another kind of rotatable pipe clamping stent 6 can be with by rotatable pipe clamp 12, door shaped stent 20, horizon bar
22 and four oblique pull poles 21 constitute, horizon bar 22 is located at the middle and upper part in door shaped stent 20, up and down the two of rotatable pipe clamp 12
End is connected with the bottom bar center of door shaped stent 20 and the center of horizon bar 22 by the bearing for arranging thereon, and the one of oblique pull pole 21
End is connected with the montant of door shaped stent 20.For example, two oblique pull poles 21 are fixed with each montant of the door shaped stent 20.
Wherein, as shown in fig. 6, the flexible nipple 7 includes gum sleeve 15 and stainless steel band 16, the rustless steel
Band 16 is arranged at 15 two ends of the gum sleeve.Alternatively, the length of the flexible nipple 7 is 200mm.
Operation principle of the present utility model is：
This utility model is using telescopic displacement thimble assembly 5 as the main displacement for earthquake-resistant building structure drainage system
Compensation critical component, makes rigid conduit have axial stretching displacement function.Interface axial vibration position is met as telescoping tube 8 has
The characteristic of shifting, by can axial stretching telescoping tube 8, when making the tubing stress in insertion sufficient length sleeve pipe 9, tubing can set
Move axially in pipe 9, displacement can be determined by the length of tubing in sleeve pipe 9 and plug-in-sleeve.To be used in earthquake-resistant structure knot
The drainage system of structure can meet the change in displacement of each horizontal direction, and this utility model is using by 5 liang of telescopic displacement thimble assembly
End pipe material is individually fixed on the rotatable pipe clamping stent 6 that can be horizontally rotated so as to when the displacement of horizontal all directions occurs, all
Can guarantee pipeline all the time in one plane by the flexible change of 5 length of telescopic displacement thimble assembly.
This utility model by telescopic displacement thimble assembly 5, rotatable pipe clamping stent 6, drain pipe 23 and flexible nipple 7 with
Indoor drainage pipe 3 and go out family drainage pipeline 4 and connect, and by rotatable pipe clamping stent 6 by telescopic displacement thimble assembly 5, row
Water pipe 23 and flexible nipple 7 are fixed between building 2 and Toft foundation structure 1.When building 2 and Toft foundation structure 1
During generation all directions vibration displacement, the drain pipe system of this earthquake-resistant structure just can pass through telescopic displacement thimble assembly 5 and flexibility
Nipple 7 deforms, and realizes antidetonation and does not affect the function of pipeline proper drainage, i.e., will not be deformed, sagging or upwarp, no
Can cause pipeline section deformation and drainage grade that larger change occurs, make drainage pipeline proper drainage.
Claims (6)
1. a kind of drainage system for earthquake-resistant building structure, including indoor drainage pipe (3) and family drainage pipeline (4) is gone out, its
It is characterised by, the indoor drainage pipe (3) and goes out flexible nipple (7), drain pipe (23) between family drainage pipeline (4)
With telescopic displacement thimble assembly (5), the flexible nipple (7) and drain pipe (23) interval link together composition flexible water drainage
Pipeline, during telescopic displacement thimble assembly (5) is located at flexible water drainage pipeline and its two ends are by flexible nipple (7) and upstream and downstream
Drain pipe (23) connects, and flexible water drainage pipeline is mounted on rotatable pipe clamping stent (6), and rotatable pipe clamping stent (6) is fixed on ground
In base base structure (1) and building (2).
2. the drainage system for earthquake-resistant building structure according to claim 1, it is characterised in that the telescopic displacement set
Tube assembly (5) includes telescoping tube (8), the sleeve pipe (9) of flanged disk, rubber seal (10) and flange gland (11), described to stretch
In the sleeve pipe (9) of the flanged disk that the draw (8) insertion is attached thereto, rubber seal (10) is located at the sleeve pipe (9) of flanged disk
In the socket flange that port is arranged, flange gland (11) is connected simultaneously with the socket flange of the sleeve pipe (9) of flanged disk by bolt
Rubber seal (10) is pressed on telescoping tube (8), it is close between telescoping tube (8) and the sleeve pipe (9) of flanged disk to ensure
Envelope property reaches the requirement of connection and sealing, and adapts to axial with horizontal micro-deformation.
3. the drainage system for earthquake-resistant building structure according to claim 1, it is characterised in that the rotatable pipe clamp
Support (6) includes rotatable pipe clamp (12), vertical rack (18), two oblique pull supports (19) and bolt (14)；Described vertical
One end of frame (18) and two oblique pull supports (19) is connected with the bearing being arranged on rotatable pipe clamp (12) by bolt (14).
4. the drainage system for earthquake-resistant building structure according to claim 1, it is characterised in that the rotatable pipe clamp
Support (6) can be also made up of rotatable pipe clamp (12), door shaped stent (20), horizon bar (22) and four oblique pull poles (21), water
Flat bar (22) is located at the middle and upper part in door shaped stent (20), and the upper and lower ends of rotatable pipe clamp (12) pass through the bearing for arranging thereon
It is connected with the bottom bar center of door shaped stent (20) and the center of horizon bar (22), one end of oblique pull pole (21) and door shaped stent
(20) montant connection.
5. the drainage system for earthquake-resistant building structure according to claim 1, it is characterised in that the flexible nipple
(7) including gum sleeve (15) and stainless steel band (16), the stainless steel band (16) is arranged at the gum sleeve (15)
Two ends.
6. according to the drainage system for earthquake-resistant building structure described in claim 1 or 5, it is characterised in that the flexibility
The length of nipple (7) is 200mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621032150.1U CN206110296U (en) | 2016-08-31 | 2016-08-31 | A drainage system for combatting earthquake building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621032150.1U CN206110296U (en) | 2016-08-31 | 2016-08-31 | A drainage system for combatting earthquake building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206110296U true CN206110296U (en) | 2017-04-19 |
Family
ID=58519457
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621032150.1U Active CN206110296U (en) | 2016-08-31 | 2016-08-31 | A drainage system for combatting earthquake building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206110296U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111270570A (en) * | 2020-03-16 | 2020-06-12 | 中铁二院工程集团有限责任公司 | Overhead soilless roadbed structure, roadbed assembly, roadbed system and construction method |
| CN112178279A (en) * | 2020-09-25 | 2021-01-05 | 罗恩(上海)建筑科技有限公司 | Anti-seismic support and hanger and installation method thereof |
| CN113529901A (en) * | 2021-08-06 | 2021-10-22 | 武汉建工集团股份有限公司 | Construction method of anti-soil-settlement underground pipe for going out of home |
-
2016
- 2016-08-31 CN CN201621032150.1U patent/CN206110296U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111270570A (en) * | 2020-03-16 | 2020-06-12 | 中铁二院工程集团有限责任公司 | Overhead soilless roadbed structure, roadbed assembly, roadbed system and construction method |
| CN112178279A (en) * | 2020-09-25 | 2021-01-05 | 罗恩(上海)建筑科技有限公司 | Anti-seismic support and hanger and installation method thereof |
| CN112178279B (en) * | 2020-09-25 | 2021-12-31 | 罗恩(上海)建筑科技有限公司 | Anti-seismic support and hanger and installation method thereof |
| CN113529901A (en) * | 2021-08-06 | 2021-10-22 | 武汉建工集团股份有限公司 | Construction method of anti-soil-settlement underground pipe for going out of home |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wu Kejian Inventor after: Ren Shaolong Inventor after: Gui Tanchun Inventor after: Gong Haining Inventor before: Wu Kejian Inventor before: Ren Shaolong |
|
| CB03 | Change of inventor or designer information | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20171228 Address after: 200092 Siping Road, Shanghai, No. 1230 Co-patentee after: Shanxi Xuanshi Industrial Group Co., Ltd. Patentee after: The Architectural and Research Institute of Tongji university Address before: 048400 Shanxi province Jincheng city Gaoping city temple town arrowhead Village Patentee before: Shanxi Xuanshi Industrial Group Co., Ltd. |
|
| TR01 | Transfer of patent right |