CN104832707B - Penstock pre-buried structure - Google Patents
Penstock pre-buried structure Download PDFInfo
- Publication number
- CN104832707B CN104832707B CN201510173978.2A CN201510173978A CN104832707B CN 104832707 B CN104832707 B CN 104832707B CN 201510173978 A CN201510173978 A CN 201510173978A CN 104832707 B CN104832707 B CN 104832707B
- Authority
- CN
- China
- Prior art keywords
- penstock
- grouting pipe
- rockfill grouting
- penstocks
- rockfill
- 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
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
- F16L1/024—Laying or reclaiming pipes on land, e.g. above the ground
- F16L1/028—Laying or reclaiming pipes on land, e.g. above the ground in the ground
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Building Environments (AREA)
- Sewage (AREA)
Abstract
The invention discloses a kind of penstock pre-buried structure, including penstock, penstock is two, buffer board is provided between two penstocks, buffer board is fixed between two penstocks, rockfill grouting pipe is additionally provided between two penstocks, rockfill grouting pipe is vertically provided between two penstocks, and rockfill grouting pipe is arranged through buffer board, and at the top of rockfill grouting pipe and bottom is extended in penstock, wherein a penstock lower surface is provided with draining board, rhone is provided with draining board correspondence rockfill grouting pipe, draining board passes through fixing card and liaison of penstock.This penstock pre-buried structure can preferably carry out plugging grouting, without wanting plugging grouting hole after the completion of grouting construction, and with good drainage performance, there is good shock-absorbing capacity simultaneously, pressure can preferably be born, the problem of coming to nothing between fill concrete and steel pipe can be preferably solved in addition, be increased the safety of steel pipe operation, further increased pre-buried property.
Description
Technical field
The present invention relates to a kind of pre-buried structure, more particularly to a kind of penstock pre-buried structure.
Background technology
When architecture construction is carried out, can be constructed using various Architectural Equipments, after screw-thread steel, anchor built-in fitting is exactly which
In one kind.As many pipelines and steel plate are needed in construction, if be not protected by work progress, carry out rational
Construction, is easy for, because vibration frequency is too high or vibration amplitude is excessive and drawing crack pipe welding seam, causing serosity outflow in pipeline
The problem of worker safety is threatened even, if while good pre-buried protection can not be carried out to steel plate.General steel pipe is pre-
Bury structure and clogging easily occur, can thus affect later stage grouting effect, and cause long construction period, complex process, blind
Mesh is big, construction investment is also higher, while reducing security performance.Therefore, how a kind of short construction period, safe and reliable is provided
Steel pipe pre-buried structure, be problem demanding prompt solution in current technical field of construction.
The content of the invention
The technical problem to be solved in the present invention is：Overcome the problems referred to above, there is provided one kind can preferably carry out plugging grouting, fill
Without wanting plugging grouting hole, and the penstock pre-buried structure with good drainage performance after the completion of slurry construction.
To achieve these goals, the technical solution used in the present invention is such：The pre-buried knot of penstock of the present invention
Structure, including penstock, penstock are two, and buffer board is provided between two penstocks, and buffer board is fixed on two pressure steel
Between pipe, rockfill grouting pipe between two penstocks, is additionally provided with, rockfill grouting pipe is vertically provided between two penstocks, and is returned
Fill out grout pipe to arrange through buffer board, and at the top of rockfill grouting pipe and bottom is extended in penstock, wherein a pressure steel
Pipe lower surface is provided with draining board, is provided with rhone at draining board correspondence rockfill grouting pipe, and draining board passes through fixing card and pressure
Fastener for connection, draining board are provided with osculum at lower surface, and draining board lower surface is provided with built-in fitting, built-in fitting and draining board
Between be detachably connected.
Further, as a kind of specific version, the diameter of rockfill grouting pipe of the present invention is in five to ten millis
Between rice.
Further, as a kind of specific version, rockfill grouting pipe of the present invention adopts polyethylene hard tube.
Further, as a kind of specific version, draining board Surface coating of the present invention has protective facing.
Further, as a kind of specific version, rockfill grouting pipe top center of the present invention is provided with back
Fill out grout hole.
Further, as a kind of specific version, length of the rockfill grouting hole of the present invention along rockfill grouting pipe
Spend direction equally cross structure.
Further, as a kind of specific version, the built-in buffer screw of buffer board of the present invention.
Further, as a kind of specific version, built-in fitting of the present invention is steel structural embedded parts.
Compared with prior art, it is an advantage of the current invention that：This penstock pre-buried structure can preferably carry out closure filling
Slurry, without wanting plugging grouting hole after the completion of grouting construction, and with good drainage performance, while with good resiliency
Can, pressure can be preferably born, the problem of coming to nothing between fill concrete and steel pipe can be preferably solved in addition, be increased steel pipe
The safety of operation, further increases pre-buried property.
Description of the drawings
The present invention is further described with reference to the accompanying drawings and examples.
Fig. 1 is the structural representation of the present invention；In figure：1. penstock；2. rockfill grouting pipe；3. draining board；4. pre-buried
Part；5. osculum；6. buffer board.
Specific embodiment
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are simplified schematic diagram, only with
The basic structure of the illustration explanation present invention, therefore which only shows the composition relevant with the present invention.
The preferred embodiment of penstock pre-buried structure of the present invention as shown in Figure 1, including penstock 1, penstock 1
For two, between two penstocks 1, be provided with buffer board 6, buffer board 6 is fixed between two penstocks 1, two penstocks 1 it
Between be additionally provided with rockfill grouting pipe 2, rockfill grouting pipe 2 is vertically provided between two penstocks 1, and rockfill grouting pipe 2 is through slow
Punching 6 is arranged, and at the top of rockfill grouting pipe 2 and bottom is extended in penstock 1, wherein 1 lower surface of penstock peace
Equipped with draining board 3, rhone at 3 corresponding rockfill grouting pipe 2 of draining board, is provided with, draining board 3 is connected with penstock 1 by fixing card
Connect, draining board 3 is provided with osculum 5 at lower surface, 3 lower surface of draining board is provided with built-in fitting 4, built-in fitting 4 and draining board 3
Between be detachably connected, between five to ten millimeters, the rockfill grouting pipe 2 adopts poly- second for the diameter of the rockfill grouting pipe 2
Alkene hard tube, 3 Surface coating of the draining board have protective facing, and 2 top center of the rockfill grouting pipe is provided with rockfill grouting hole,
Length direction equally cross structure of the rockfill grouting hole along rockfill grouting pipe 2,6 built-in buffering spiral shell of the buffer board
Nail, the built-in fitting 4 are steel structural embedded parts.
The penstock pre-buried structure of the present invention can preferably carry out plugging grouting, without will seal after the completion of grouting construction
Stifled grout hole, and with good drainage performance, while with good shock-absorbing capacity, can preferably bear pressure, in addition can
The problem of coming to nothing between fill concrete and steel pipe is preferably solved, the safety of steel pipe operation is increased, is further increased
Pre-buried property.Between five to ten millimeters, the rockfill grouting pipe 2 adopts polyethylene hard tube to the diameter of the rockfill grouting pipe 2, no
Charging efficiency is improve only, and hardness is high, enhances durable performance；3 Surface coating of the draining board has protective facing, can be more
The usability of good protection draining board 3；2 top center of the rockfill grouting pipe is provided with rockfill grouting hole, the rockfill grouting
Hole further increases grouting efficiency along the length direction equally cross structure of rockfill grouting pipe 2, will not produce blocking existing
As；6 built-in buffer screw of the buffer board, self structure are higher；The built-in fitting 4 is steel structural embedded parts, in certain journey
The service life of built-in fitting 4 is improve on degree.
With the above-mentioned desirable embodiment according to the present invention as enlightenment, by above-mentioned description, relevant staff is complete
Various change and modification can be carried out in the range of without departing from this invention technological thought entirely.The technology of this invention
Property scope is not limited to the content in description, it is necessary to its technical scope is determined according to right.
Claims (1)
1. a kind of penstock pre-buried structure, including penstock, it is characterised in that：Penstock is two, two penstocks
Between be provided with buffer board, buffer board is fixed between two penstocks, and rockfill grouting pipe is additionally provided between two penstocks, backfill
Grout pipe is vertically provided between two penstocks, and rockfill grouting pipe through buffer board arrange, and at the top of rockfill grouting pipe and
Bottom is extended in penstock, wherein a penstock lower surface is provided with draining board, draining board correspondence rockfill grouting pipe
Place is provided with rhone, and draining board passes through fixing card and liaison of penstock, and draining board is provided with osculum, draining at lower surface
Plate lower surface is provided with built-in fitting, is detachably connected between built-in fitting and draining board, the diameter of the rockfill grouting pipe five to
Between ten millimeters, the rockfill grouting pipe adopts polyethylene hard tube, the draining board Surface coating to have protective facing, the backfill
Grout pipe top center is provided with rockfill grouting hole, and the rockfill grouting hole is equally handed over along the length direction of rockfill grouting pipe
Wrong structure, the built-in buffer screw of the buffer board, the built-in fitting are steel structural embedded parts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510173978.2A CN104832707B (en) | 2015-04-14 | 2015-04-14 | Penstock pre-buried structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510173978.2A CN104832707B (en) | 2015-04-14 | 2015-04-14 | Penstock pre-buried structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104832707A CN104832707A (en) | 2015-08-12 |
| CN104832707B true CN104832707B (en) | 2017-03-29 |
Family
ID=53810791
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510173978.2A Expired - Fee Related CN104832707B (en) | 2015-04-14 | 2015-04-14 | Penstock pre-buried structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104832707B (en) |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5018286B1 (en) * | 1969-10-16 | 1975-06-27 | ||
| AT305152B (en) * | 1970-12-21 | 1973-02-12 | Voest Ag | Tunnel armor |
| CN203307785U (en) * | 2013-06-06 | 2013-11-27 | 中国水电顾问集团华东勘测设计研究院 | Buried pressure pipe exterior drainage structure of hydropower station |
| CN204023526U (en) * | 2014-05-19 | 2014-12-17 | 中国水电顾问集团贵阳勘测设计研究院有限公司 | A kind of discharge structure that reduces embedded penstock external water pressure |
| CN104018475B (en) * | 2014-05-19 | 2015-12-16 | 中国水电顾问集团贵阳勘测设计研究院有限公司 | A kind of embedded penstock backfill grouting structure and grouting process thereof |
-
2015
- 2015-04-14 CN CN201510173978.2A patent/CN104832707B/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN104832707A (en) | 2015-08-12 |
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| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| CB03 | Change of inventor or designer information |
Inventor after: Liu Yafeng Inventor after: Hu Xiangyu Inventor after: Chen Kui Inventor after: Liu Dianxu Inventor after: Jiang Ximeng Inventor after: Wang Bowen Inventor after: Zhang Guorui Inventor after: Li Yanning Inventor after: Zhu Zuling Inventor after: Cao Biao Inventor after: Li Xiaohe Inventor after: Zhou Xuguang Inventor after: Feng Yadong Inventor after: Guo Qinwei Inventor after: Heng Jialei Inventor before: Wen Guodong |
|
| COR | Change of bibliographic data | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20170222 Address after: Yang Ping town residents Lingbao City of Sanmenxia Henan province 472500 City Group No. 302 Applicant after: Liu Yafeng Applicant after: Hu Xiangyu Applicant after: Chen Kui Applicant after: Liu Dianxu Applicant after: Jiang Ximeng Applicant after: Wang Bowen Applicant after: Zhang Guorui Applicant after: Li Yanning Applicant after: Zhu Zuling Applicant after: Cao Biao Applicant after: Li Xiaohe Applicant after: Zhou Xuguang Applicant after: Feng Yadong Applicant after: Guo Qinwei Applicant after: Heng Jialei Address before: Jinjiang District Jinhua Road Chengdu City, Sichuan province 610000 section of No. 8 Building 1 11 unit 23 floor No. 2301 Applicant before: CHENGDU JUZHI INDUSTRIAL DESIGN CO., LTD. |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170329 Termination date: 20180414 |
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| CF01 | Termination of patent right due to non-payment of annual fee |