CN108867758A - A kind of harbour caisson water fetching device and construction method - Google Patents
A kind of harbour caisson water fetching device and construction method Download PDFInfo
- Publication number
- CN108867758A CN108867758A CN201810793008.6A CN201810793008A CN108867758A CN 108867758 A CN108867758 A CN 108867758A CN 201810793008 A CN201810793008 A CN 201810793008A CN 108867758 A CN108867758 A CN 108867758A
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- concrete
- harbour
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 65
- 238000010276 construction Methods 0.000 title claims abstract description 15
- 239000004567 concrete Substances 0.000 claims abstract description 36
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 28
- 238000012549 training Methods 0.000 claims abstract description 25
- 238000009434 installation Methods 0.000 claims abstract description 22
- 210000001370 mediastinum Anatomy 0.000 claims abstract description 10
- 238000005266 casting Methods 0.000 claims abstract description 9
- 230000005484 gravity Effects 0.000 claims abstract description 6
- 238000007789 sealing Methods 0.000 claims abstract description 5
- 239000004575 stone Substances 0.000 claims abstract description 4
- 239000002344 surface layer Substances 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 238000013461 design Methods 0.000 claims description 6
- 239000002689 soil Substances 0.000 claims description 5
- 230000000694 effects Effects 0.000 claims description 4
- 238000012423 maintenance Methods 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000007667 floating Methods 0.000 claims description 3
- 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 description 3
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 238000005192 partition Methods 0.000 claims 1
- 230000007613 environmental effect Effects 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 239000010813 municipal solid waste Substances 0.000 description 1
- 238000003672 processing method Methods 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
Classifications
-
- 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
- E03B3/06—Methods or installations for obtaining or collecting drinking water or tap water from underground
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D23/00—Caissons; Construction or placing of caissons
- E02D23/02—Caissons able to be floated on water and to be lowered into water in situ
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D23/00—Caissons; Construction or placing of caissons
- E02D23/08—Lowering or sinking caissons
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Health & Medical Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Revetment (AREA)
Abstract
The present invention provides a kind of harbour caisson water fetching device and construction method, and reinforced concrete caisson includes the caisson cabin lattice that front wall, rear wall, side wall and mediastinum wall, cross wall are formed, its main feature is that：Training wall is set in the inside of reinforced concrete caisson, opens up inlet opening in front wall, energy dissipating hole is set on mediastinum wall and cross wall, the aperture on rear wall, the aperture is connected with large-scale intake pipe, and large-scale intake pipe is provided with water sealing part, bottom and top casting concrete in the lattice of part caisson cabin.The levee body part for constituting gravity type quay, is below the block ground mass bed on sea bed, and upper part is armored concrete breastwork, and rear side is block stone rib body, and top is surface layer structure.Intake and large pier structure are integrated, does not have to individually selected sea area and builds intake, reduce the occupancy to sea area, save a large amount of building time, also save a large amount of project cost.Reasonable Arrangement caisson water intaking structure, protects the installation security in basin.
Description
Technical field
The invention belongs to harbour, coastal engineering and intake technology field, it is large-sized reinforced mixed to relate generally to harbour, coastal engineering
The solidifying prefabricated heavy mail structure of soil, specifically a kind of harbour caisson water fetching device and construction method.
Background technique
Dock structure mainly has the patterns such as gravity type, high stake, sheet pile.Wherein gravity type quay has that durability is good, antidetonation
Property is strong, adaptable to ground load, is easy to the advantages that being transformed, and is widely used in the good region of some geological conditions.Caisson
Due to its figure, weight is big, good integrity, installation waterborne are few and it is easy for installation to swim, and is usually used in the Wharf Engineering compared with deep water
In.
Standing set of intake in offshore engineering reaches the sea area of requirement with coastal deeper waters, water temperature and quality, often
By wave, silt, ship's navigation interference, need to reinforce structure, rear is arranged very long pipeline and introduces land, report
Batch, construction, maintenance workload it is all very big.Port and pier generally all set up intake at present, separately positioned with harbour.
Intake and large pier structure are integrated, the workload for setting up water intaking pipeline, intake will be effectively reduced.
But wherein also to solve inflow, environmental protection, energy dissipating, the carrying of harbour top heavy type load and rear water intaking pipeline linking
Problem.It is especially big to rear urban water demand, when berthing ship type in front is big, how installation, the two combine there are larger
It is difficult.Therefore, harbour and intake functional unification in port and coastal engineering are solved the problem of, is that current this field urgently solves
Certainly the technical issues of, finds a kind of effective structure processing method, is also a problem to be solved.
Summary of the invention
The present invention provides a kind of harbour caisson water fetching device and construction method, and intake and large pier structure are combined into one
Body does not have to individually selected sea area and builds intake, reduces the occupancy to sea area, save a large amount of building time, save yet
A large amount of project cost；The structure further objective is that reasonable Arrangement caisson is fetched water, solves inflow, environmental protection, energy dissipating, code
The carrying of head top heavy type load, the connection problem with rear water intaking pipeline, protect the installation security in basin.
Technical solution provided by the invention is：A kind of harbour caisson water fetching device, including reinforced concrete caisson, the steel
Reinforced concrete caisson includes the caisson cabin lattice of front wall, rear wall, side wall and mediastinum wall, cross wall formation, which is characterized in that described
Training wall is arranged in the inside of reinforced concrete caisson, opens up inlet opening in the front wall, sets on the mediastinum wall and cross wall
Energy dissipating hole, the aperture on the rear wall, the aperture are connected with large-scale intake pipe, and the large size intake pipe is provided with water stop portion
Part, bottom and top casting concrete in the caisson cabin lattice of part, constitutes the levee body part of gravity type quay, is below sea
Block ground mass bed on bed, upper part are armored concrete breastwork, and rear side is block stone rib body, and top is surface layer structure.
Improvement to above-mentioned technical proposal：Through-hole is opened up on the front wall, the upper edge elevation of through-hole on the front wall
In 1.5 times of Design Waves of design high-water hereinafter, 1m below extreme low water level.
Further improvement to above-mentioned technical proposal：Between the front wall and wharf apron line, setting bracket in interval is described
Training wall is arranged in the lattice of the caisson cabin in splayed, and by the diagonal connection of caisson cabin lattice, the water conservancy diversion wall top with
Inlet opening heights of roofs on the front wall is consistent, in training wall inner clip region, opens up on the mediastinum wall and cross wall logical
Hole, the rear wall open up through-hole, are connected with external intake pipe, and the built-in fitting of water sealing part is arranged.
Further improvement to above-mentioned technical proposal：Setting is pre- in each caisson cabin lattice of training wall top area
Cast-in-place concrete ballast is arranged in making sheet, manhole well, caisson cabin lattice, prefabricated board on the outside of the training wall.
Further improvement to above-mentioned technical proposal：The caisson cabin lattice at the through-hole rear on the front wall are formed empty
Chamber, is arranged grid in the cavity, and lower part pours the through-hole on underwater concrete to front wall hereinafter, more than through-hole on front wall pouring
Concrete is built to the reinforced concrete caisson top, and grille well is set.
Further improvement to above-mentioned technical proposal：Training wall angle region forms cavity, the armored concrete
More than the bottom plate of caisson pour certain altitude underwater concrete.
The present invention provides a kind of construction method of above-mentioned harbour caisson water fetching device, which is characterized in that by armored concrete
Precast Caisson becomes overall structure, after transportation by driving installation, carries out the pouring of caisson cabin lattice inner concrete, the installation of cover board, pipeline and grid
Column installation, specifically comprises the following steps：
（1）Reinforcing bar binding, casting concrete, sprinkling maintenance are carried out in dock or precasting yard caisson pedestal；
（2）Steel closure door at mounting opening, and rubber water-proof gasket is set in steel closure door inside edge；
（3）The installation activity cover board at the top of reinforced concrete caisson is laid and fills drainage equipment, before reinforced concrete caisson
Valve is installed on the water inlet of wall, rear wall and side wall, and the switch of valve is led into the removable cover at the top of reinforced concrete caisson
On plate；
（4）By the harbour caisson water fetching device by it is partly latent refute be lauched or dock water inlet, floating, hauled at a distance with tugboat
To infield, steel closure door is removed in sinking of pouring water installation；
（5）The underwater ballast concrete in the lattice of caisson cabin is poured, steel fence, prefabricated cover board, underwater line are installed, it is mixed to pour top
Solidifying soil starts the construction of top breastwork, rear packet backfill.
The present invention has the following advantages that compared with prior art and good effect：
1, a kind of harbour caisson water fetching device of the invention, intake and large pier structure are integrated, and do not have to individually choosing
Intake is built in Dinghai domain, is reduced occupancy and harbour to sea area while being constructed while going into operation, saves a large amount of construction
Time also saves a large amount of project cost.
2, a kind of harbour caisson water fetching device in the present invention, effectively solution inflow, environmental protection, energy dissipating, harbour top are heavy
The connection problem of the carrying of load and rear water intaking pipeline.
3, structure of the invention, aperture arrangement can provide the inflow met the requirements, can not influence ship berthing operation,
Wave effectively is resisted, protects the installation security of connecting pipeline, trash rack is installed, can guarantee the Marine water matter into intake
Amount.
4, construction method of the invention ensure that harbour caisset and the whole of two absolute construction of structure of fetching water close
One, it is connected firmly, stress, element precast satisfactory quality make the peace of large-scale harbour caisson water fetching device at sea transportation by driving
Full property improves, and construction efficiency is largely increased.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is the present invention
Some embodiments for those of ordinary skill in the art without any creative labor, can be with root
Other attached drawings are obtained according to these attached drawings.
Fig. 1 is using process diagram after a kind of harbour caisson water fetching device installation of the present invention；
Fig. 2 is a kind of floor map of harbour caisson water fetching device of the present invention；
Fig. 3 is a kind of schematic cross-sectional view of harbour caisson water fetching device middle of the present invention；
Fig. 4 is a kind of harbour caisson water fetching device schematic cross-sectional view of the present invention；
Fig. 5 is a kind of harbour caisson water fetching device elevational schematic view of the present invention.
Specific embodiment
In order to make the object, technical scheme and advantages of the embodiment of the invention clearer, below in conjunction with the embodiment of the present invention
In attached drawing, technical scheme in the embodiment of the invention is clearly and completely described, it is clear that described embodiment is
A part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, those of ordinary skill in the art
All other embodiment obtained without making creative work, shall fall within the protection scope of the present invention.
Referring to Fig. 1-Fig. 5, a kind of embodiment of harbour caisson water fetching device of the present invention, including reinforced concrete caisson, institute
The caisson cabin lattice that reinforced concrete caisson includes front wall, rear wall, side wall and mediastinum wall, cross wall formation are stated, it is mixed in the reinforcing bar
Training wall 17 is arranged in the inside of solidifying soil caisson, opens up inlet opening 6 in the front wall 3, sets on the mediastinum wall 4 and cross wall 19
Energy dissipating hole 6, the aperture on the rear wall 4, the aperture are connected with large-scale intake pipe 13, and the large size intake pipe 13 is provided with only
Wet part 12, bottom 2 and top casting concrete 10 carry out ballast in the caisson cabin lattice of part, constitute gravity type quay
Levee body part is below the block ground mass bed 1 on sea bed, and upper part is armored concrete breastwork 9, and rear side is block stone rib body 11,
Top is surface layer structure, as shown in Figure 1.
Specifically：Through-hole 6 is opened up on above-mentioned front wall 3, is led on front wall 3,6 upper edge elevation is in design high-water
1.5 times of Design Waves are hereinafter, 1m below extreme low water level.
Between above-mentioned front wall 3 and wharf apron line, interval setting bracket 8, above-mentioned training wall 17 is in the lattice of the caisson cabin
It is arranged in splayed, and by the diagonal connection of caisson cabin lattice.The top of training wall 17 and 6 heights of roofs one of inlet opening on the front wall 3
Cause, in the 3 inner clip region of training wall, open up through-hole 6 on mediastinum wall 4 and cross wall 19, it is described after wall 5 open up through-hole, and it is outer
It picks up water pipe 13 to be connected, and the built-in fitting of water sealing part 12 is set.
Prefabricated board 7, manhole well, the training wall 17 are set in the above-mentioned each caisson cabin lattice of 17 top area of training wall
10 ballast of cast-in-place concrete is arranged in caisson cabin lattice, the top prefabricated board in outside.
The caisson cabin lattice at 6 rear of through-hole on above-mentioned front wall 3 form cavity, grid 15 are arranged in the cavity, lower part is poured
The through-hole 6 on underwater concrete 10 to front wall 3 is built hereinafter, 6 or more casting concrete of through-hole on front wall 3 is to the reinforced concrete
Tu Chenxiangding, and grille well 16 is set.
Above-mentioned training wall angle region forms cavity, and 2 or more the bottom plate of the reinforced concrete caisson pours certain altitude
Underwater concrete 10.
Prefabricated board 7, manhole well are set in each cabin lattice of above-mentioned 17 top area of reinforced concrete caisson cabin lattice training wall, sunk
17 outside cabin lattice of case cabin lattice training wall, 7 or more cast-in-place concrete of prefabricated board, 10 ballast.
The present invention provides a kind of specific embodiment of the construction method of above-mentioned harbour caisson water fetching device, by armored concrete
Precast Caisson becomes overall structure, after transportation by driving installation, carries out the pouring of caisson cabin lattice inner concrete, the installation of cover board, pipeline and grid
Column installation, specifically comprises the following steps：
（1）Reinforcing bar binding, casting concrete, sprinkling maintenance are carried out in dock or precasting yard caisson pedestal；
（2）Steel closure door at mounting opening, and rubber water-proof gasket is set in steel closure door inside edge；
（3）The installation activity cover board at the top of reinforced concrete caisson is laid and fills drainage equipment, before reinforced concrete caisson
Valve is installed on the water inlet of wall, rear wall and side wall, and the switch of valve is led into the removable cover at the top of reinforced concrete caisson
On plate；
（4）By the harbour caisson water fetching device by it is partly latent refute be lauched or dock water inlet, floating, hauled at a distance with tugboat
To infield, steel closure door is removed in sinking of pouring water installation；
（5）The underwater ballast concrete 10 in the lattice of caisson cabin is poured, steel fence 15, prefabricated board 7, underwater line are installed, poured
Portion's concrete 10 starts top breastwork 9 and constructs, and rear packet 11 backfills.
Finally it should be noted that：The above embodiments are merely illustrative of the technical solutions of the present invention, rather than its limitations；Although
Present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that：It still may be used
To modify the technical solutions described in the foregoing embodiments or equivalent replacement of some of the technical features；
And these are modified or replaceed, technical solution of various embodiments of the present invention that it does not separate the essence of the corresponding technical solution spirit and
Range.This programme by declare journalist implement and successfully.
Claims (10)
1. a kind of harbour caisson water fetching device, including reinforced concrete caisson, the reinforced concrete caisson include front wall, after
The caisson cabin lattice that wall, side wall and mediastinum wall, cross wall are formed, which is characterized in that set in the inside of the reinforced concrete caisson
Training wall is set, inlet opening is opened up in the front wall, sets energy dissipating hole on the mediastinum wall and cross wall, is opened on the rear wall
Hole, the aperture are connected with large-scale intake pipe, and the large size intake pipe is provided with water sealing part, bottom in the caisson cabin lattice of part
Portion and top casting concrete constitute the levee body part of gravity type quay, are below the block ground mass bed on sea bed, upper part is
Armored concrete breastwork, rear side are block stone rib body, and top is surface layer structure.
2. harbour caisson water fetching device described in accordance with the claim 1, which is characterized in that open up through-hole, institute on the front wall
The upper edge elevation of through-hole on front wall is stated in 1.5 times of Design Waves of design high-water hereinafter, 1m below extreme low water level.
3. harbour caisson water fetching device according to claim 1 or 2, which is characterized in that the front wall and wharf apron line
Between, interval setting bracket, the training wall is arranged in the lattice of the caisson cabin in splayed, and by pair of caisson cabin lattice
Angle connection, the water conservancy diversion wall top is consistent with the inlet opening heights of roofs on the front wall, described vertical in training wall inner clip region
Through-hole is opened up on partition wall and cross wall, the rear wall opens up through-hole, is connected with external intake pipe, and the pre-buried of water sealing part is arranged
Part.
4. harbour caisson water fetching device according to claim 1 or 2, which is characterized in that the training wall top area is every
Prefabricated board, manhole well are set in a caisson cabin lattice, and cast-in-place coagulation is arranged in the caisson cabin lattice, prefabricated board on the outside of the training wall
Soil pressure carries.
5. harbour caisson water fetching device described in accordance with the claim 3, which is characterized in that each institute of training wall top area
It states and prefabricated board, manhole well is set in the lattice of caisson cabin, cast-in-place concrete pressure is arranged in the caisson cabin lattice, prefabricated board on the outside of the training wall
It carries.
6. shining harbour caisson water fetching device as claimed in claim 2, which is characterized in that through-hole rear on the front wall it is described
Caisson cabin lattice form cavity, grid are arranged in the cavity, lower part pours the through-hole on underwater concrete to front wall hereinafter, preceding
Grille well is arranged to the reinforced concrete caisson top in the above casting concrete of through-hole on wall.
7. harbour caisson water fetching device according to claim 1 or 2, which is characterized in that training wall angle region shape
At cavity, certain altitude underwater concrete more than the bottom plate of the reinforced concrete caisson is poured.
8. harbour caisson water fetching device according to claim 5, which is characterized in that training wall angle region forms sky
Chamber more than the bottom plate of the reinforced concrete caisson pours certain altitude underwater concrete.
9. harbour caisson water fetching device according to claim 6, which is characterized in that training wall angle region forms sky
Chamber more than the bottom plate of the reinforced concrete caisson pours certain altitude underwater concrete.
10. a kind of construction method of such as described in any item harbour caisson water fetching devices of claim 1-9, which is characterized in that will
The reinforced concrete caisson prefabricated overall structure that becomes carries out the pouring of caisson cabin lattice inner concrete, cover board, pipe after transportation by driving installation
Line installation and fence installation, specifically comprise the following steps：
（1）Reinforcing bar binding, casting concrete, sprinkling maintenance are carried out in dock or precasting yard caisson pedestal；
（2）Steel closure door at mounting opening, and rubber water-proof gasket is set in steel closure door inside edge；
（3）The installation activity cover board at the top of reinforced concrete caisson is laid and fills drainage equipment, before reinforced concrete caisson
Valve is installed on the water inlet of wall, rear wall and side wall, and the switch of valve is led into the removable cover at the top of reinforced concrete caisson
On plate；
（4）By the harbour caisson water fetching device by it is partly latent refute be lauched or dock water inlet, floating, hauled at a distance with tugboat
To infield, steel closure door is removed in sinking of pouring water installation；
（5）The underwater ballast concrete in the lattice of caisson cabin is poured, steel fence, prefabricated cover board, underwater line are installed, it is mixed to pour top
Solidifying soil starts the construction of top breastwork, rear packet backfill.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810793008.6A CN108867758A (en) | 2018-07-18 | 2018-07-18 | A kind of harbour caisson water fetching device and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810793008.6A CN108867758A (en) | 2018-07-18 | 2018-07-18 | A kind of harbour caisson water fetching device and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108867758A true CN108867758A (en) | 2018-11-23 |
Family
ID=64303221
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810793008.6A Pending CN108867758A (en) | 2018-07-18 | 2018-07-18 | A kind of harbour caisson water fetching device and construction method |
Country Status (1)
| Country | Link |
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| CN (1) | CN108867758A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114044567A (en) * | 2021-12-15 | 2022-02-15 | 山东港湾建设集团有限公司 | Corrosion-resistant sterilization device for large-scale water intake caisson and installation and construction method thereof |
| CN114481947A (en) * | 2022-02-14 | 2022-05-13 | 重庆交通大学 | Permeable box body for constructing flow-separating dam and flow-separating dam structure |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011102536A (en) * | 2011-01-28 | 2011-05-26 | Chugoku Electric Power Co Inc:The | Method of construction of intake |
| CN104074234A (en) * | 2014-07-16 | 2014-10-01 | 中国能源建设集团广东省电力设计研究院 | Inland water collecting opening structure of power plant circulating water system and construction method thereof |
| CN106192882A (en) * | 2016-08-24 | 2016-12-07 | 中交水运规划设计院有限公司 | Two-way cross transmission combination form system |
| CN107724261A (en) * | 2017-09-26 | 2018-02-23 | 中交天津港湾工程设计院有限公司 | A kind of box culvert and caisson combining structure and construction method |
| CN207608879U (en) * | 2017-08-29 | 2018-07-13 | 中交天津港湾工程设计院有限公司 | A kind of novel caisson Vierendeel girder plank frame |
| CN208949969U (en) * | 2018-07-18 | 2019-06-07 | 中交天津港湾工程设计院有限公司 | A kind of harbour caisson water fetching device |
-
2018
- 2018-07-18 CN CN201810793008.6A patent/CN108867758A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011102536A (en) * | 2011-01-28 | 2011-05-26 | Chugoku Electric Power Co Inc:The | Method of construction of intake |
| CN104074234A (en) * | 2014-07-16 | 2014-10-01 | 中国能源建设集团广东省电力设计研究院 | Inland water collecting opening structure of power plant circulating water system and construction method thereof |
| CN106192882A (en) * | 2016-08-24 | 2016-12-07 | 中交水运规划设计院有限公司 | Two-way cross transmission combination form system |
| CN207608879U (en) * | 2017-08-29 | 2018-07-13 | 中交天津港湾工程设计院有限公司 | A kind of novel caisson Vierendeel girder plank frame |
| CN107724261A (en) * | 2017-09-26 | 2018-02-23 | 中交天津港湾工程设计院有限公司 | A kind of box culvert and caisson combining structure and construction method |
| CN208949969U (en) * | 2018-07-18 | 2019-06-07 | 中交天津港湾工程设计院有限公司 | A kind of harbour caisson water fetching device |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114044567A (en) * | 2021-12-15 | 2022-02-15 | 山东港湾建设集团有限公司 | Corrosion-resistant sterilization device for large-scale water intake caisson and installation and construction method thereof |
| CN114481947A (en) * | 2022-02-14 | 2022-05-13 | 重庆交通大学 | Permeable box body for constructing flow-separating dam and flow-separating dam structure |
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