CN108487181A - A kind of high-piled slab ＆ girder wharf face pollution discharge structure - Google Patents
A kind of high-piled slab ＆ girder wharf face pollution discharge structure Download PDFInfo
- Publication number
- CN108487181A CN108487181A CN201810583879.5A CN201810583879A CN108487181A CN 108487181 A CN108487181 A CN 108487181A CN 201810583879 A CN201810583879 A CN 201810583879A CN 108487181 A CN108487181 A CN 108487181A
- Authority
- CN
- China
- Prior art keywords
- harbour
- intermediate tube
- face
- pollution discharge
- hose
- 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.)
- Granted
Links
- 239000000463 material Substances 0.000 claims description 3
- 239000007769 metal material Substances 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims 1
- 239000010959 steel Substances 0.000 claims 1
- 230000006378 damage Effects 0.000 abstract description 4
- 230000000903 blocking effect Effects 0.000 abstract description 3
- 230000013011 mating Effects 0.000 abstract description 3
- 238000010276 construction Methods 0.000 abstract description 2
- 239000010865 sewage Substances 0.000 description 7
- 238000004062 sedimentation Methods 0.000 description 4
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 244000062793 Sorghum vulgare Species 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000006185 dispersion Substances 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
- 230000008676 import Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 235000019713 millet Nutrition 0.000 description 1
- 238000009428 plumbing Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
Classifications
-
- 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 kind of high-piled slab ＆ girder wharf face pollution discharge structures, the high-piled slab ＆ girder wharf includes harbour portion and access bridge portion, the access bridge portion is connected with harbour portion, the pollution discharge structure includes seal pipe, intermediate tube, hose, blow down branch, sump and blowdown manifold, the harbour face in the harbour portion is equipped with several mudholes, seal pipe there are one being set in each mudhole, intermediate tube is plugged in seal pipe, and the bottom end of intermediate tube is tightly connected with hose, hose is tightly connected with blow down branch, and blow down branch and blowdown manifold are connected with sump.The present invention is not required to dig gutter, small to dock structure destruction, and construction investment is low；It is used using the mating hose of intermediate tube, when aperture blocking occurs, intermediate tube can be taken out and carry out dredging or directly replace, repair and dredge very convenient.
Description
Technical field：
The present invention relates to a kind of high-piled slab ＆ girder wharf face pollution discharge structures.
Background technology：
Previous marine traffic engineering harbour height stake fine strain of millet harden structure, rainwater be by the osculum on Wharf Platform surface it is in line enter
Perfect rainwater-collecting measure, original old harbour are established in river with the continuous reinforcement of environmental requirement to newly-built harbour mandatory requirement
It must carry out sewage pipes net reconstruction.Normal practice is that gutter is arranged in Wharf Surface at present, and gutter collects rainwater and is discharged into code
The sedimentation basin of head mesa base, is then focused on by sedimentation basin pump drainage to back-up land Sewage Disposal.
This way has the drawback that：
(1) it needs to open up gutter on Wharf Platform, for convenience of vehicle pass-through, cover board, cover board and draining need to be arranged in ditch top
Ditch side wall is easy to damage since loaded vehicle rolls, and also easy tos produce noise；
(2) plumbing drain of old harbour is transformed, gutter is opened up on harbour can be larger to existing structure safety generation
It influences, improvement expenses are high；
(3) cleaning of sewage pipe pipeline blockage is more difficult.
Invention content：
The present invention provides a kind of high-piled slab ＆ girder wharf face pollution discharge structure, by gutter centralized collection rain-water drainage sedimentation basin
Mode, be adjusted to Wharf Surface drain hole dispersion draining, import main pipe rail after be discharged into sedimentation basin.
The technical solution adopted in the present invention has：A kind of high-piled slab ＆ girder wharf face pollution discharge structure, the high-pile beam formula
Harbour includes harbour portion and access bridge portion, and the access bridge portion is connected with harbour portion, the pollution discharge structure include seal pipe, intermediate tube,
The harbour face of hose, blow down branch, sump and blowdown manifold, the harbour portion are equipped with several mudholes, in each blowdown
It is set in hole there are one seal pipe, intermediate tube is plugged in seal pipe, and the bottom end of intermediate tube is tightly connected with hose, hose and row
Dirty branch pipe is tightly connected, and blow down branch and blowdown manifold are connected with sump.
Further, a diameter of 100-120mm of the mudhole, mudhole are set to the edge in the harbour face.
Further, the harbour face is slope structure, which is to be tilted down from the middle part in harbour face to edge.
Further, the seal pipe is made of rubber material, and stepped hole is equipped in the center position of seal pipe.
Further, the intermediate tube is T shape, and intermediate tube is plugged in through seal pipe, and the catwalk face of intermediate tube is supported
It touches in seal pipe on the step surface of stepped hole.
Further, the intermediate tube is made of metal material.
Further, the hose is made of stainless steel, is threadedly coupled between hose and intermediate tube.
Further, the edge in the harbour portion and access bridge portion edge are equipped with rib.
The present invention has the advantages that：
1) present invention is not required to dig gutter, small to dock structure destruction, and construction investment is low；
2) it uses the mating hose of intermediate tube to use, when aperture blocking occurs, intermediate tube can be taken out and carry out dredging or straight
Replacement is connect, repair and dredging are very convenient.
Description of the drawings：
Fig. 1 is the structure chart of high-piled slab ＆ girder wharf of the present invention.
Fig. 2 is the pollution discharge structure structure chart of the present invention.
Fig. 3 is the structure chart that rib is arranged in harbour face edge in the present invention.
Fig. 4 is the installation diagram between seal pipe, intermediate tube, hose and blow down branch in the present invention.
Fig. 5 is the sectional view of seal pipe and intermediate tube on harbour in the present invention.
Specific implementation mode：
The present invention will be further described below with reference to the drawings.
Such as Fig. 1 to Fig. 5, a kind of high-piled slab ＆ girder wharf face of the invention pollution discharge structure, the high-piled slab ＆ girder wharf packet
Harbour portion 11 and access bridge portion 12 are included, access bridge portion 12 is connected with harbour portion 11.Pollution discharge structure includes seal pipe 2, intermediate tube 3, hose
4, the harbour face of blow down branch 5, sump 6 and blowdown manifold 7, harbour portion 11 are equipped with several mudholes 10, in each blowdown
It being set in hole 10 there are one seal pipe 2, intermediate tube 3 is plugged in seal pipe 2, and the bottom end of intermediate tube 3 is tightly connected with hose 4,
Hose 4 is tightly connected with blow down branch 5, and blow down branch 5 and blowdown manifold 7 are connected with sump 6.
A diameter of 100-120mm of mudhole 10, mudhole 10 are set to the edge in the harbour face, and mudhole 10 is set to
Edge can be rolled by mudhole 10 to avoid automobile and cause the damage of mudhole 10 and harbour face.
Harbour face is slope structure, which is to be tilted down from the middle part in harbour face to edge.The slope surface in harbour face
Structure enters convenient for sewage in mudhole 10.
Seal pipe 2 in the present invention is made of rubber material, and seal pipe 2 is contradicted by the elasticity of itself in mudhole 10
It is interior, it is equipped with stepped hole 21 in the center position of seal pipe 2.Intermediate tube 3 is wrapped in stepped hole 21, and sealing effect is good, avoids
Ha Noi is penetrated into gap of the sewage between seal pipe 2 and mudhole 10.
Intermediate tube 3 is made of metal material, and is T shape structure, and intermediate tube 3 is plugged in through seal pipe 2, and intermediate
The catwalk face of pipe 3 contacts in seal pipe on the step surface of stepped hole 21.
Hose 4 is made of stainless steel, is threadedly coupled between hose 4 and intermediate tube 3.It, can when intermediate tube 3 blocks
The taking-up of intermediate tube 3 is subjected to dredging or is directly replaced.When needing replacing hose 4, the replacement of hose 4 is removed.
It is equipped with rib 13 in the edge in harbour portion 11 and 12 edge of access bridge portion, rib 13 avoids the dirt on harbour
Water flows into Ha Noi.
In use, sewage enters intermediate tube 3, and sump 6 is imported by blow down branch 5, blowdown manifold 7 is by sump 6
Interior sewage is discharged into treatment plant.
The present invention is used using 3 mating hose 4 of intermediate tube, when aperture blocking occurs, can be taken out intermediate tube 3 and be dredged
Logical or directly replacement, it is easy to use.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
It for member, can also make several improvements without departing from the principle of the present invention, these improvement also should be regarded as the present invention's
Protection domain.
Claims (8)
1. a kind of high-piled slab ＆ girder wharf face pollution discharge structure, the high-piled slab ＆ girder wharf includes harbour portion (11) and access bridge portion
(12), the access bridge portion (12) is connected with harbour portion (11), it is characterised in that：The pollution discharge structure includes seal pipe (2), centre
Pipe (3), hose (4), blow down branch (5), sump (6) and blowdown manifold (7), the harbour face of the harbour portion (11) are equipped with
Several mudholes (10) are set in each mudhole (10) there are one seal pipe (2), and intermediate tube (3) is plugged in seal pipe (2)
It is interior, and the bottom end of intermediate tube (3) is tightly connected with hose (4), hose (4) is tightly connected with blow down branch (5), blow down branch
(5) it is connected with sump (6) with blowdown manifold (7).
2. high-piled slab ＆ girder wharf face as described in claim 1 pollution discharge structure, it is characterised in that：The mudhole (10) it is straight
Diameter is 100-120mm, and mudhole (10) is set to the edge in the harbour face.
3. high-piled slab ＆ girder wharf face as described in claim 1 pollution discharge structure, it is characterised in that：The harbour face is slope surface knot
Structure, the slope surface are to be tilted down from the middle part in harbour face to edge.
4. high-piled slab ＆ girder wharf face as described in claim 1 pollution discharge structure, it is characterised in that：The seal pipe (2) uses
Rubber material is made, and stepped hole (21) is equipped in the center position of seal pipe (2).
5. high-piled slab ＆ girder wharf face as claimed in claim 4 pollution discharge structure, it is characterised in that：The intermediate tube (3) is T shapes
Shape, intermediate tube (3) is plugged in through seal pipe (2), and the catwalk face of intermediate tube (3) contacts at stepped hole in seal pipe (21)
Step surface on.
6. high-piled slab ＆ girder wharf face as described in claim 1 pollution discharge structure, it is characterised in that：The intermediate tube (3) uses
Metal material is made.
7. high-piled slab ＆ girder wharf face as described in claim 1 pollution discharge structure, it is characterised in that：The hose (4) is not using
Rust steel is made, and is threadedly coupled between hose (4) and intermediate tube (3).
8. high-piled slab ＆ girder wharf face as described in claim 1 pollution discharge structure, it is characterised in that：The side of the harbour portion (11)
At edge and access bridge portion (12) edge is equipped with rib (13).
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 true CN108487181A (en) | 2018-09-04 |
| CN108487181B 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 |
|---|---|
| CN108487181B (en) | 2024-03-22 |
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| GR01 | Patent grant |