CN209082456U - A kind of discharge structure for scupper basis - Google Patents
A kind of discharge structure for scupper basis Download PDFInfo
- Publication number
- CN209082456U CN209082456U CN201821661318.4U CN201821661318U CN209082456U CN 209082456 U CN209082456 U CN 209082456U CN 201821661318 U CN201821661318 U CN 201821661318U CN 209082456 U CN209082456 U CN 209082456U
- Authority
- CN
- China
- Prior art keywords
- hole body
- layer hole
- platform
- scupper
- internal layer
- 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.)
- Withdrawn - After Issue
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 32
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 24
- 239000000758 substrate Substances 0.000 claims abstract description 8
- 238000005260 corrosion Methods 0.000 claims description 15
- 239000011324 bead Substances 0.000 claims description 7
- 239000007787 solid Substances 0.000 claims description 2
- 230000008595 infiltration Effects 0.000 abstract description 6
- 238000001764 infiltration Methods 0.000 abstract description 6
- 230000000694 effects Effects 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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- Revetment (AREA)
Abstract
The utility model discloses a kind of discharge structures for scupper basis, including the substrate being arranged on ground and hole body, the substrate is made of pedestal and platform, platform is fixedly connected in pedestal upper surface, the hole body is made of internal layer hole body and outer layer hole body, internal layer hole body and outer layer hole body are fixed on the base, and are formed with rhone between the inner wall of internal layer hole body and the two sides of platform, are formed with drainage cavity between the outer wall and outer layer hole body of internal layer hole body；In internal layer hole, the bottom end of body is equipped with the limbers that rhone can be made to be connected with drainage cavity, by the main drainpipe that is provided with and can communicate with drainage cavity is uniformly distributed on the side wall of outer layer hole body, is interconnected between main drainpipe and main drainpipe by branch drainpipe.The utility model not only has many advantages, such as structure simple, structural stability and highly-safe, but also has drainage efficiency high and can effectively water proof and prevent in infiltration infiltration hole.
Description
Technical field
The utility model relates to a kind of discharge structure for scupper basis, belong to the draining skill in hydraulic and hydroelectric engineering
Art field.
Background technique
In hydraulic and hydroelectric engineering, scupper is arranged as the draining of surge shaft, diversion tunnel, penstock, underground power house
It applies, is mainly used for diversion, the draining of hypogee.Chinese Patent Application No. are as follows: 201721410400.5 patent document discloses
A kind of technical solution of discharge structure, discharge structure described in the technical solution includes be equipped with coagulation on each wall surface
The scupper ontology of native bonding course, the discharge structure further include apopore system, and the apopore system is from the coagulation
Native bonding course protrudes into the basis of the scupper other than the concrete bonding course.Though the technical solution has certain drainage effect,
But having the disadvantage that not set water-stop structure in its hole, staff's water that can be oozed out that works in hole drenches, thus
The work of staff is influenced, and will affect equipment works in hole reliability and safety；Draining in the technical solution
Hole structure is not firm enough, and security performance is insufficient.Therefore the discharge structure on existing scupper basis or not satisfactory, cannot
Meet the needs used.
Utility model content
Simple, structure stability that the purpose of this utility model is to provide a kind of structures and highly-safe and can be effective
The discharge structure for scupper basis that progress water proof and the water for preventing staff and equipment in hole from being oozed out drench,
With overcome the deficiencies in the prior art.
To achieve the above objectives, the present invention adopts the following technical solutions:
A kind of discharge structure for scupper basis of the utility model, including the substrate being arranged on ground and hole
Body, the substrate are made of pedestal and platform, are fixedly connected with platform in pedestal upper surface, are equipped with siphunculus in platform lower；It is described
Hole body is made of internal layer hole body and outer layer hole body, and internal layer hole body is housed in the body of outer layer hole, and internal layer hole body and outer layer hole body are fixed
Be formed with rhone on pedestal, and between the inner wall of internal layer hole body and the two sides of platform, in internal layer hole the outer wall of body with
Drainage cavity is formed between the body of outer layer hole；The two-port of each siphunculus of the platform lower rhone phase with platform two sides respectively
It is logical；In internal layer hole, the bottom end of body is equipped with the limbers that rhone can be made to be connected with drainage cavity, presses on the side wall of outer layer hole body
It is uniformly distributed the main drainpipe that is provided with and can communicate with drainage cavity, it is mutual by branch drainpipe between main drainpipe and main drainpipe
Connection.
In the above-mentioned discharge structure for scupper basis, being equipped on pedestal can make the upper surface of pedestal be connected with ground
Logical water burst pipeline.
The check valve that the water of pedestal upper surface can be prevented to be flowed into ground is equipped in above-mentioned each water burst pipeline.
In the above-mentioned discharge structure for scupper basis, passing through in each limbers has anti-corrosion stretch cord, anti-
Bead is connected on rotten stretch cord, one end of anti-corrosion stretch cord is fixedly connected on platform, and the other end of anti-corrosion stretch cord is fixed
It is connected on the outer wall of internal layer hole body.
In the above-mentioned discharge structure for scupper basis, outer layer hole body is equipped with concrete layer, the concrete layer
Interior fixing layer and outer fixing layer is respectively set in two sides, fixed frame is arranged in the concrete layer, fixed mount setting is in interior fixing layer
Between outer fixing layer, fixed frame is connected in fixed link, the both ends of each fixed link be respectively fixedly connected in interior fixing layer and
On outer fixing layer.
Geomembrane is covered on the outer wall of above-mentioned internal layer hole body.
Above-mentioned geomembrane is covered on the outer wall of internal layer hole body by fixing glue fixation.
Anti-skid design is equipped on the upper surface of above-mentioned platform.
By adopting the above-described technical solution, the utility model is compared with prior art, the utility model has below
The utility model has the advantages that
(1) the utility model is due to being provided with rhone, limbers, drainage cavity, main drainpipe connection, to greatly reduce
The discharge pressure of rhone, accelerates drainage speed.
(2) the utility model is effectively shunted using branch drainpipe, according to the size of displacement, water can be allowed equably to flow
Between each main drainpipe, to effectively improve displacement, accelerates drainage efficiency, avoid ponding.
(3) the utility model can be dredged due to being provided with anti-corrosion stretch cord, staff by the bead on anti-corrosion stretch cord
Water hole all, simple, convenient, dredging is high-efficient, ensure that the drainage effect of limbers.
(4) the utility model be arranged in fixing layer, outer fixing layer, fixed frame and fixed link supported to provide multiple fixation
Scupper efficiently avoids safety accident caused by hole body is collapsed, deformed, and extends the service life of scupper.
(5) the water burst pipeline of the utility model setting, is discharged to lower water burst in rhone from water burst pipeline, and pass through row
Sink is discharged to outside scupper, effectively increases the drainage efficiency and practicability of scupper.
(6) the utility model passes through the sandwich that internal layer hole body and outer layer hole body are constituted, and not only substantially increases whole
The stability and reliability of a hole body structure, and geomembrane is provided on the body of internal layer hole, thus in being more effectively prevented from
Layer hole body infiltration, prevents infiltration from occurring to unfavorable factor brought by staff and equipment.
Therefore, the utility model compared with prior art, the utility model not only have structure simple, structural stability and
Highly-safe advantage, but also have many advantages, such as that drainage efficiency is high and can effectively water proof and prevent in infiltration infiltration hole.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Description of symbols: 1- ground, 2- rhone, 3- pedestal, 4- platform, 5- water burst pipeline, 6- siphunculus, 7- internal layer hole
Body, 8- outer layer hole body, the outer fixing layer of fixing layer, 8.2-, 8.3- fixed frame, 8.4- fixed link, the limbers 9-, 10- row in 8.1-
Water cavity, 11- main drainpipe, 12- branch drainpipe, 13- anti-corrosion stretch cord, 14- bead, 15- check valve.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples.
A kind of discharge structure for scupper basis of the utility model, as shown in Figure 1, the structure includes being arranged on ground
Substrate and hole body on base 1, the substrate are made of pedestal 3 and platform (4), and end face is fixedly connected with platform 4, bottom on the base 3
Seat 3 and platform 4 can the mode of routinely casting concrete made, be equipped with siphunculus 6 in 4 lower part of platform；The hole body is by interior
Layer hole body 7 and outer layer hole body 8 form, and internal layer hole body 7 is housed in outer layer hole body 8, and internal layer hole body 7 and outer layer hole body 8 are fixed on
On pedestal 3, and it is formed with rhone 2 between the inner wall of internal layer hole body 7 and the two sides of platform 4, the outer wall of body 7 in internal layer hole
Drainage cavity 10 is formed between outer layer hole body 8；The two-port of each siphunculus 6 of 4 lower part of the platform row with 4 two sides of platform respectively
Sink 2 communicates；In internal layer hole, the bottom end of body 7 is equipped with the limbers 9 that rhone 2 can be made to be connected with drainage cavity 10, in outer layer hole
By being uniformly distributed the main drainpipe 11 that is provided with and can communicate with drainage cavity 10 on the side wall of body 8, when construction, the number of main drainpipe 11
Amount can be configured according to the needs of use, should not generally be less than four main drainpipes, main drainpipe 11 can be pressed radial peace
On outer layer hole body 8, and pass through 12 phase of a branch drainpipe interconnection between every two main drainpipe 11 and main drainpipe 11
It is logical；In order to drain and be discharged the underground water burst in ground 1, can be arranged on the base 3 can make the upper surface of pedestal 3 and 1 phase of ground
The quantity of the water burst pipeline 5 of connection, water burst pipeline 5 can not answer in each hole body in general determines according to actual conditions
Less than six water burst pipelines 5；The water on 3 surface of pedestal is flowed into water burst pipeline 5 in order to prevent, can be in each water burst pipeline 5
Inside it is all provided with the check valve 15 that the water of 3 upper surface of pedestal can be prevented to be flowed into ground 1；It, can be for the ease of dredging limbers 9
An anti-corrosion stretch cord 13 is passed through in each limbers 9, and multiple beads 14 are connected on anti-corrosion stretch cord 13, bead 14
Diameter is less than the minimum diameter of limbers 9, one end of anti-corrosion stretch cord 13 is fixedly connected on platform 4, by anti-corrosion stretch cord
13 other end is fixedly connected on the outer wall of internal layer hole body 7；It, can be in the usual way in outer layer hole when making outer layer hole body 8
Concrete layer is set on body 8, preferably when pouring the concrete layer, interior fixing layer 8.1 is respectively set in the concrete layer two sides
With outer fixing layer 8.2, and in concrete layer be arranged fixed frame 8.3, by fixed frame 8.3 setting interior fixing layer 8.1 with it is outer solid
Between given layer 8.2, fixed frame 8.3 is connected in fixed link 8.4, is that the both ends of each fixed link 8.4 are respectively fixedly connected with
After on interior fixing layer 8.1 and outer fixing layer 8.2, casting concrete layer is being carried out；It, can be in order to reach better percolation-proof effect
One layer of geomembrane is covered on the outer wall of internal layer hole body 7；Geomembrane can directly adopt the finished product sold in the market, best when construction
The geomembrane is covered on the outer wall of internal layer hole body 7 by fixing glue fixation；Staff works on platform 4 in order to prevent
When slip, anti-skid design can be produced on the upper surface of platform 4.
The working principle of the utility model is: rhone 2 directly drains the water in scupper when water is few in hole
It goes, when water is larger, the water of main drainpipe 11 enters drainage cavity 10, and flows to the discharge of rhone 2, while benefit by limbers 9
It can effectively be shunted with branch drainpipe 12, allow water flowing between main drainpipe 11, improve displacement, accelerate drainage efficiency,
Ponding is avoided, staff can check drainage situation into hole by platform 4, and discovery limbers 9 can pull anti-corrosion when blocking
Stretch cord 13 dredges limbers 9 by bead 14, simple, convenient, ensure that the drainage effect of limbers 9, outer layer hole body
Interior fixing layer 8.1, outer fixing layer 8.2, fixed frame 8.3 and the fixed link 8.4 being arranged in 8 can provide multiple fixation come the row of support
Water hole, safety accident caused by avoiding hole body from collapsing, deform extend the service life of scupper.
It is obvious to a person skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and
And without departing substantially from the spirit or essential attributes of the utility model, it can realize that this is practical new in other specific forms
Type.Therefore, in all respects, the present embodiments are to be considered as illustrative and not restrictive, this is practical new
The range of type is indicated by the appended claims rather than the foregoing description, it is intended that containing for the equivalent requirements of the claims will be fallen in
All changes in justice and range are embraced therein.It should not treat any reference in the claims as limiting
Related claim.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiments being understood that.
Claims (8)
1. a kind of discharge structure for scupper basis exists including the substrate being arranged on ground (1) and hole body, feature
In: the substrate is made of pedestal (3) and platform (4), platform (4) is fixedly connected in pedestal (3) upper surface, under platform (4)
Portion is equipped with siphunculus (6)；The hole body is made of internal layer hole body (7) and outer layer hole body (8), and internal layer hole body (7) is housed in outer layer hole
In body (8), internal layer hole body (7) and outer layer hole body (8) are fixed on pedestal (3), and in the inner wall and platform of internal layer hole body (7)
(4) it is formed with rhone (2) between two sides, is formed with drainage cavity between the outer wall and outer layer hole body (8) of internal layer hole body (7)
(10)；The two-port of each siphunculus (6) of platform (4) lower part is communicated with the rhone (2) of platform (4) two sides respectively；In internal layer
The bottom end of hole body (7) is equipped with the limbers (9) that rhone (2) can be made to be connected with drainage cavity (10), in the side of outer layer hole body (8)
By being uniformly distributed the main drainpipe (11) that is provided with and can communicate with drainage cavity (10), main drainpipe (11) and main drainpipe on wall
(11) it is interconnected between by branch drainpipe (12).
2. the discharge structure according to claim 1 for scupper basis, it is characterised in that: be equipped on pedestal (3)
The water burst pipeline (5) that the upper surface of pedestal (3) can be made to be connected with ground (1).
3. the discharge structure according to claim 2 for scupper basis, it is characterised in that: in each water burst pipeline
(5) check valve (15) that the water of pedestal (3) upper surface can be prevented to be flowed into ground (1) is equipped in.
4. the discharge structure according to claim 1 for scupper basis, it is characterised in that: in each limbers (9)
Inside all passing through has anti-corrosion stretch cord (13), is connected on anti-corrosion stretch cord (13) bead (14), the one of anti-corrosion stretch cord (13)
End is fixedly connected on platform (4), and the other end of anti-corrosion stretch cord (13) is fixedly connected on the outer wall of internal layer hole body (7).
5. the discharge structure according to claim 1 for scupper basis, it is characterised in that: outer layer hole body (8)
Equipped with concrete layer, interior fixing layer (8.1) and outer fixing layer (8.2), the concrete is respectively set in the concrete layer two sides
Fixed frame (8.3) are set in layer, fixed frame (8.3) is arranged between interior fixing layer (8.1) and outer fixing layer (8.2), fixed frame
(8.3) it is connected on fixed link (8.4), the both ends of each fixed link (8.4) are respectively fixedly connected in interior fixing layer (8.1) and outer
On fixing layer (8.2).
6. the discharge structure according to claim 1 for scupper basis, it is characterised in that: in internal layer hole body (7)
Geomembrane is covered on outer wall.
7. the discharge structure according to claim 6 for scupper basis, it is characterised in that: the geomembrane passes through solid
Fixed nail fixation is covered on the outer wall of internal layer hole body (7).
8. the discharge structure according to claim 1 for scupper basis, it is characterised in that: in the upper end of platform (4)
Face is equipped with anti-skid design.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821661318.4U CN209082456U (en) | 2018-10-12 | 2018-10-12 | A kind of discharge structure for scupper basis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821661318.4U CN209082456U (en) | 2018-10-12 | 2018-10-12 | A kind of discharge structure for scupper basis |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209082456U true CN209082456U (en) | 2019-07-09 |
Family
ID=67119014
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821661318.4U Withdrawn - After Issue CN209082456U (en) | 2018-10-12 | 2018-10-12 | A kind of discharge structure for scupper basis |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209082456U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109183740A (en) * | 2018-10-12 | 2019-01-11 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of discharge structure for scupper basis |
-
2018
- 2018-10-12 CN CN201821661318.4U patent/CN209082456U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109183740A (en) * | 2018-10-12 | 2019-01-11 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of discharge structure for scupper basis |
| CN109183740B (en) * | 2018-10-12 | 2024-02-13 | 中国电建集团贵阳勘测设计研究院有限公司 | Drainage structure for drainage hole foundation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20190709 Effective date of abandoning: 20240213 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20190709 Effective date of abandoning: 20240213 |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |