CN108487181B - High stake beam slab formula plat form face blowdown structure - Google Patents
High stake beam slab formula plat form face blowdown structure Download PDFInfo
- Publication number
- CN108487181B CN108487181B CN201810583879.5A CN201810583879A CN108487181B CN 108487181 B CN108487181 B CN 108487181B CN 201810583879 A CN201810583879 A CN 201810583879A CN 108487181 B CN108487181 B CN 108487181B
- Authority
- CN
- China
- Prior art keywords
- pipe
- sewage draining
- code head
- sewage
- sealing
- 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.)
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Links
- 239000010865 sewage Substances 0.000 claims abstract description 56
- 238000007789 sealing Methods 0.000 claims abstract description 30
- 239000000463 material Substances 0.000 claims description 3
- 239000007769 metal material Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 238000012423 maintenance Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 4
- 238000007599 discharging Methods 0.000 description 4
- 230000000149 penetrating effect Effects 0.000 description 3
- 238000004062 sedimentation Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 238000004642 transportation engineering Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/068—Landing stages for vessels
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
- E03B3/02—Methods or installations for obtaining or collecting drinking water or tap water from rain-water
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
-
- 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Water Supply & Treatment (AREA)
- Public Health (AREA)
- Hydrology & Water Resources (AREA)
- Health & Medical Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Mechanical Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Sewage (AREA)
Abstract
The invention discloses a high pile beam plate type code head surface sewage draining structure, which comprises a code head part and a bridge approach part, wherein the bridge approach part is connected with the code head part, the sewage draining structure comprises a sealing pipe, a middle pipe, a hose, a sewage draining branch pipe, a sewage collecting tank and a sewage draining main pipe, a plurality of sewage draining holes are formed in the code head surface of the code head part, a sealing pipe is arranged in each sewage draining hole, the middle pipe is inserted in the sealing pipe, the bottom end of the middle pipe is in sealing connection with the hose, the hose is in sealing connection with the sewage draining branch pipe, and the sewage draining branch pipe and the sewage draining main pipe are both communicated with the sewage collecting tank. According to the invention, a drainage ditch does not need to be cut, the damage to the wharf structure is small, and the engineering investment is low; the middle pipe is matched with a hose for use, and can be taken out for dredging or directly replaced when the orifice is blocked, so that the maintenance and dredging are very convenient.
Description
Technical field:
the invention relates to a high pile beam plate type code head surface sewage disposal structure.
The background technology is as follows:
in the past, rainwater enters the river through drainage Kong Zhipai on the surface of a wharf platform in a water transportation engineering wharf, along with continuous reinforcement of environmental protection requirements, a perfect rainwater collection measure is established for the newly built wharf in a forced manner, and the original old wharf is required to be transformed into a sewage pipe network. At present, a drainage ditch is arranged on a wharf surface layer, rainwater is collected by the drainage ditch and drained into a sedimentation tank at the bottom of a wharf platform, and then the rainwater is pumped and drained to a rear land sewage treatment station by the sedimentation tank for centralized treatment.
The method has the following defects:
(1) The wharf platform is provided with a drainage ditch, a cover plate is arranged on the ditch top to facilitate the passing of vehicles, and the cover plate and the side wall of the drainage ditch are easy to damage due to rolling of heavy vehicles and also easy to generate noise;
(2) For the sewage pipeline reconstruction of an old wharf, the water drainage ditch arranged on the wharf has great influence on the safety of the existing structure, and the reconstruction cost is high;
(3) The cleaning of sewer line blockages is difficult.
The invention comprises the following steps:
the invention provides a high pile beam plate type code head face sewage draining structure, which is characterized in that a mode of collecting rainwater in a drainage ditch in a concentrated manner is adjusted to be dispersed and drained through a wharf face layer drain hole, and the rainwater is drained into a sedimentation tank after being collected into a main pipeline.
The invention adopts the technical scheme that: the utility model provides a high stake beam slab formula code head face blowdown structure, high stake beam slab formula pier includes code head portion and bridge approach portion, bridge approach portion links to each other with the pier portion, blowdown structure includes sealed tube, intermediate tube, hose, blowdown branch pipe, collection dirt pond and blowdown house steward, be equipped with a plurality of blowdown holes on the code head face of code head portion, be equipped with a sealed tube in every blowdown hole, the intermediate tube is pegged graft in the sealed tube, and the bottom and the hose sealing connection of intermediate tube, hose and blowdown branch pipe sealing connection, blowdown branch pipe and blowdown house steward all are linked together with collection dirt pond.
Further, the diameter of the drain hole is 100-120mm, and the drain hole is arranged at the edge of the code head face.
Further, the code head face is of a slope structure, and the slope is inclined downwards from the middle part of the code head face to the edge.
Further, the sealing tube is made of rubber materials, and a step hole is formed in the center direction of the sealing tube.
Further, the middle pipe is T-shaped, the middle pipe is inserted into the sealing pipe in a penetrating mode, and the T-shaped table top of the middle pipe is abutted to the step surface of the step hole in the sealing pipe.
Further, the middle pipe is made of metal materials.
Further, the hose is made of stainless steel, and the hose is connected with the middle pipe through threads.
Further, the edges of the code head and the bridge approach are provided with flanges.
The invention has the following beneficial effects:
1) According to the invention, a drainage ditch does not need to be cut, the damage to the wharf structure is small, and the engineering investment is low;
2) The middle pipe is matched with a hose for use, and can be taken out for dredging or directly replaced when the orifice is blocked, so that the maintenance and dredging are very convenient.
Description of the drawings:
fig. 1 is a structural diagram of a high pile beam slab pier according to the present invention.
Fig. 2 is a structural diagram of a sewage disposal structure of the present invention.
FIG. 3 is a block diagram of the present invention with a rib at the edge of the code header surface.
FIG. 4 is a block diagram of the installation of the seal tube, intermediate tube, hose and drain manifold of the present invention.
FIG. 5 is a cross-sectional view of the seal tube and intermediate tube of the present invention at a dock.
The specific embodiment is as follows:
the invention is further described below with reference to the accompanying drawings.
As shown in fig. 1 to 5, the high pile beam slab type wharf sewage draining structure comprises a wharf 11 and a bridge approach portion 12, wherein the bridge approach portion 12 is connected with the wharf 11. The sewage disposal structure comprises a sealing pipe 2, a middle pipe 3, a hose 4, a sewage disposal branch pipe 5, a sewage collection tank 6 and a sewage disposal main pipe 7, a plurality of sewage disposal holes 10 are formed in the code head face of the code head 11, one sealing pipe 2 is arranged in each sewage disposal hole 10, the middle pipe 3 is inserted into the sealing pipe 2, the bottom end of the middle pipe 3 is in sealing connection with the hose 4, the hose 4 is in sealing connection with the sewage disposal branch pipe 5, and the sewage disposal branch pipe 5 and the sewage disposal main pipe 7 are both communicated with the sewage collection tank 6.
The diameter of the blow-down hole 10 is 100-120mm, the blow-down hole 10 is arranged at the edge of the plat face, and the blow-down hole 10 is arranged at the edge, so that the damage of the blow-down hole 10 and the plat face caused by rolling of an automobile to the blow-down hole 10 can be avoided.
The code head face is of a slope structure, and the slope is inclined downwards from the middle part of the code head face to the edge. The sloping surface structure of the code head surface is convenient for sewage to enter the sewage discharging hole 10.
The sealing tube 2 is made of rubber materials, the sealing tube 2 is abutted against the inside of the sewage draining hole 10 by means of elasticity, and a step hole 21 is formed in the center direction of the sealing tube 2. The middle pipe 3 is wrapped in the step hole 21, so that the sealing effect is good, and sewage is prevented from penetrating into a river from a gap between the sealing pipe 2 and the sewage discharging hole 10.
The middle pipe 3 is made of metal materials and is of a T-shaped structure, the middle pipe 3 is inserted into the sealing pipe 2 in a penetrating mode, and the T-shaped table top of the middle pipe 3 abuts against the step surface of the step hole 21 in the sealing pipe.
The hose 4 is made of stainless steel, and the hose 4 is in threaded connection with the intermediate pipe 3. When the middle pipe 3 is blocked, the middle pipe 3 can be taken out for dredging or direct replacement. When the hose 4 needs to be replaced, the hose 4 is taken down for replacement.
The edge of the wharf 11 and the edge of the bridge approach 12 are both provided with flanges 13, and the flanges 13 prevent sewage on the wharf from flowing into the river.
When in use, sewage enters the middle pipe 3 and is collected into the sewage collecting tank 6 through the sewage discharging branch pipe 5, and the sewage collecting tank 6 is discharged into a treatment plant by the sewage discharging main pipe 7.
The invention adopts the intermediate pipe 3 to be matched with the hose 4, and when the orifice is blocked, the intermediate pipe 3 can be taken out for dredging or direct replacement, thereby being convenient to use.
The foregoing is merely a preferred embodiment of the invention, and it should be noted that modifications could be made by those skilled in the art without departing from the principles of the invention, which modifications would also be considered to be within the scope of the invention.
Claims (7)
1. High stake beam slab formula code head face blowdown structure, high stake beam slab formula pier includes code head portion (11) and bridge approach portion (12), bridge approach portion (12) link to each other with pier portion (11), its characterized in that: the sewage draining structure comprises sealing pipes (2), middle pipes (3), hoses (4), sewage draining branch pipes (5), sewage collecting tanks (6) and a sewage draining main pipe (7), a plurality of sewage draining holes (10) are formed in the code head face of the wharf part (11), one sealing pipe (2) is arranged in each sewage draining hole (10), the middle pipes (3) are inserted into the sealing pipes (2), the bottom ends of the middle pipes (3) are in threaded connection with the hoses (4), the hoses (4) are in sealed connection with the sewage draining branch pipes (5), and the sewage draining branch pipes (5) and the sewage draining main pipe (7) are all communicated with the sewage collecting tanks (6);
the blow-down hole (10) is arranged at the edge of the code head face;
the code head face is of a slope face structure, and the slope face is inclined downwards from the middle of the code head face to the edge.
2. The high pile beam slab type code head face sewage disposal structure according to claim 1, wherein: the diameter of the sewage draining hole (10) is 100-120mm.
3. The high pile beam slab type code head face sewage disposal structure according to claim 1, wherein: the sealing tube (2) is made of rubber material, and a step hole (21) is formed in the center direction of the sealing tube (2).
4. A high pile beam slab style code head face sewage disposal structure as defined in claim 3, wherein: the middle pipe (3) is T-shaped, the middle pipe (3) is inserted into the sealing pipe (2), and the T-shaped table top of the middle pipe (3) is abutted against the step surface of the step hole (21) in the sealing pipe.
5. The high pile beam slab type code head face sewage disposal structure according to claim 1, wherein: the middle pipe (3) is made of a metal material.
6. The high pile beam slab type code head face sewage disposal structure according to claim 1, wherein: the hose (4) is made of stainless steel.
7. The high pile beam slab type code head face sewage disposal structure according to claim 1, wherein: and flanges (13) are arranged at the edge of the wharf part (11) and the edge of the bridge approach part (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810583879.5A CN108487181B (en) | 2018-06-08 | 2018-06-08 | High stake beam slab formula plat form face blowdown structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810583879.5A CN108487181B (en) | 2018-06-08 | 2018-06-08 | High stake beam slab formula plat form face blowdown structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108487181A CN108487181A (en) | 2018-09-04 |
| CN108487181B true CN108487181B (en) | 2024-03-22 |
Family
ID=63342081
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810583879.5A Active CN108487181B (en) | 2018-06-08 | 2018-06-08 | High stake beam slab formula plat form face blowdown structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108487181B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003321860A (en) * | 2002-04-30 | 2003-11-14 | Techno Tec:Kk | Drain trap |
| CN202043538U (en) * | 2011-05-06 | 2011-11-23 | 中国水产科学研究院南海水产研究所 | Sewage discharge structure at bottom of high-density aquaculture pond |
| CN202139873U (en) * | 2011-07-12 | 2012-02-08 | 中船第九设计研究院工程有限公司 | Precasted environment-friendly pool structure for high-pile girder plate type wharf |
| AU2012200854A1 (en) * | 2011-02-16 | 2012-08-30 | Kevin John Baker | "Flushing of build-up from roof guttering and drainage arrangements therefor" |
| CN203768862U (en) * | 2014-03-27 | 2014-08-13 | 浙江海洋学院 | Port draining structure |
| CN206396859U (en) * | 2017-01-06 | 2017-08-11 | 湖北双悦实业发展有限公司 | A kind of drainage pipeline for scarfing cinder |
| CN208328829U (en) * | 2018-06-08 | 2019-01-04 | 苏交科集团股份有限公司 | A kind of high-piled slab & girder wharf face pollution discharge structure |
-
2018
- 2018-06-08 CN CN201810583879.5A patent/CN108487181B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003321860A (en) * | 2002-04-30 | 2003-11-14 | Techno Tec:Kk | Drain trap |
| AU2012200854A1 (en) * | 2011-02-16 | 2012-08-30 | Kevin John Baker | "Flushing of build-up from roof guttering and drainage arrangements therefor" |
| CN202043538U (en) * | 2011-05-06 | 2011-11-23 | 中国水产科学研究院南海水产研究所 | Sewage discharge structure at bottom of high-density aquaculture pond |
| CN202139873U (en) * | 2011-07-12 | 2012-02-08 | 中船第九设计研究院工程有限公司 | Precasted environment-friendly pool structure for high-pile girder plate type wharf |
| CN203768862U (en) * | 2014-03-27 | 2014-08-13 | 浙江海洋学院 | Port draining structure |
| CN206396859U (en) * | 2017-01-06 | 2017-08-11 | 湖北双悦实业发展有限公司 | A kind of drainage pipeline for scarfing cinder |
| CN208328829U (en) * | 2018-06-08 | 2019-01-04 | 苏交科集团股份有限公司 | A kind of high-piled slab & girder wharf face pollution discharge structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108487181A (en) | 2018-09-04 |
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| SE01 | Entry into force of request for substantive examination | ||
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