CN105862890A - Application of box-cylinder type foundation purified water building structure - Google Patents
Application of box-cylinder type foundation purified water building structure Download PDFInfo
- Publication number
- CN105862890A CN105862890A CN201610202930.4A CN201610202930A CN105862890A CN 105862890 A CN105862890 A CN 105862890A CN 201610202930 A CN201610202930 A CN 201610202930A CN 105862890 A CN105862890 A CN 105862890A
- Authority
- CN
- China
- Prior art keywords
- box
- cylinder type
- rice
- type foundation
- wall
- 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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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/02—Restraining of open water
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/18—Foundations formed by making use of caissons
Abstract
The invention relates to application of a box-cylinder type foundation purified water building structure. The box-cylinder type foundation purified water building structure comprises a box-cylinder type foundation structure and a workshop structure located on the upper portion of the box-cylinder type foundation structure. The box-cylinder type foundation structure comprises cylinders, connecting walls, a box-cylinder type foundation top cover plate and a box-cylinder type foundation through hole. The workshop structure comprises a wave wall, an overhang wave-proof breast wall, corbels, inner rib plates, outer rib plates, crane railway beams, a wall, first stand columns, second stand columns, a gate, a screw crane and a traveling crane passage. The box-cylinder type foundation purified water building structure can be applied to soft soil foundations of ports and reservoirs. A box-cylinder type foundation intake sluice structure can be integrally precast on land and transported on the water through air floatation. The box-cylinder type foundation purified water building structure is convenient to install on site, high in construction speed, good in permeability resistance, reasonable in structure stress, high in adaptability to the water depth and large in mounting and burying depth, and can be connected with other box-cylinder type foundation structures to jointly constitute a circle levee structure.
Description
The application is filing date May 13, Application No. 201510242167.3, title in 2015
For " a kind of box-type suction foundation purifies water structure structure and application thereof " Chinese invention patent application point
Case application.
Technical field
The present invention relates to hydraulic engineering and coastal ocean engineering field, specially box-type suction foundation and purify water structure
Build the application of thing structure.
Background technology
Purifying water structures and include SMF pond and purification water pool, its general structure is similar, function is similar.
At present in port and coastal engineering, the traditional reservoir on soft soil foundation includes sloping breakwater or straight mostly
Purification water structures, water delivery pumping plant and connection trestle in the embankment of vertical dyke one-tenth, embankment.Tradition is tiltedly
Slope dike or upstanding bank be the reinforcing of ground to be carried out in construction, and purify water structures, water delivery pumping plant with
And the construction of connection trestle not only needs to carry out the reinforcing of ground, also need to extract, separately the water in reservoir out
If the condition of dry work is built in cofferdam, which increases the risk in work progress.The most traditional
Purify that water structures working procedure is complicated, the duration compared with long, cost is high, risk is big.
Summary of the invention
It is an object of the invention to overcome deficiency of the prior art, it is provided that box-type suction foundation purifies water and constructs
The application of thing structure, in order to solve marine cofferdam construction difficulty, when reinforced soft soil ground, pump drainage storehouse water rate
Laborious technical problem.
The present invention solves its technical problem and is achieved through the following technical solutions:
A kind of box-type suction foundation purifies water structure structure, including cylindrical infrastructure, and is positioned at institute
State the mill construction on cylindrical infrastructure top.Described cylindrical infrastructure includes equal diameter, contour
Degree, following bottomless cylinder, described cylinder is formed by connecting by connection wall between any two, described connection
The height such as wall and described cylinder, the interval top that described cylinder and described cylinder surround is provided with case
Bucket foundation lamina tecti, described box-type suction foundation lamina tecti offers box-type suction foundation through hole.Described factory
Room structure is enclosed formed by a wave wall and three face wall body, and described wave wall top arranges overhanging wave resistance chest
Wall, arranges bracket, is respectively arranged with along described inside and outside described wave wall inside described wave wall upper end
Inner side floor that wave wall vertical direction is arranged in parallel and outside floor, described bracket top arranges crane rail
Road beam, the inner side of the body of wall of side, sea arranges the first column dorsad, and described body of wall lower end arranges gate,
Arranging bracket inside described first column upper end, described bracket top arranges crane runway beam, crane runway
Beam upper shelf is provided with crane, is additionally provided with driving passage, described driving passage one inside described mill construction
End inserts the middle part of the first column, and the other end is by the second upright supports.
Preferably, described cylinder quantity is four, and described cylinder is rectangular or annular array.
Preferably, described cylinder is armored concrete or steel construction.
Preferably, a diameter of 6-16 rice of described cylinder, height is 4-15 rice, and barrel thickness is 0.25-0.85
Rice, described cylinder arrangement pitches between any two is 1-8 rice, described box-type suction foundation lamina tecti thickness
For 0.5-1.5 rice, the width of described connection wall is 0.3-0.7 rice, and the height of described mill construction is
10-20m, length and width is no more than the length and width of described box-type suction foundation lamina tecti, described gear
Wave wall floor width 3-5 rice, thick 0.5-1 rice, described first stem height is 10-20 rice, and described second stands
Post height is 6-12 rice, and described first column and the second strut length are 0.5-1.0 rice, and width is
0.5-1.0 rice.
Box-type suction foundation of the present invention purifies water structure structure, can be used for the weak soil of harbour, reservoir
On ground.
The box-type suction foundation of the present invention purifies water structure structure also can be with the embankment of other box-type suction foundation
Structure, pump station structure, water intaking brake structure connect together, and collectively form dike structure.
Beneficial effects of the present invention: can be the most integral prefabricated, on the water air supporting transport, on-the-spot peace
Dress is convenient, construction speed is fast, impervious good and structure stress is reasonable, and the ecad to the depth of water is strong, peace
Dress embedded depth is big.
Reservoir can be collectively formed with other box-type suction foundation dike structure and box-type suction foundation water intaking brake structure
Dike structure, eliminate tradition reservoir build cofferdam, excavation of foundation pit, foundation stabilization, pump drainage storehouse water etc.
Step.
Box-type suction foundation purify water structure structure roadnet can directly build mill construction in
Portion, eliminates tradition reservoir and builds in order to connect embankment and to purify the step of the trestles such as water structures, pumping plant.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention.
Fig. 2 is the top view of the present invention.
Fig. 3 is the upward view of the present invention.
In figure, label is described as follows:
1-cylinder；2-basic type cylindrical structure lamina tecti；3-connection wall；4-through hole；5-the first column；
6-body of wall；7-gate；8-screw open-close machine；9-wave wall；Floor inside 10-；11-crane runway beam；
12-crane；13-mill construction lamina tecti；14-drives a vehicle passage；The overhanging parapet of 15-；16-bracket；
Floor outside 17-；18-crossbeam；19-the second column.
Detailed description of the invention
Below by specific embodiment, the invention will be further described, and following example are descriptive
, it not determinate, it is impossible to limit protection scope of the present invention with this.
Box-type suction foundation purifies water structure structure as shown in drawings, including the case being inserted in seabed soil
Cylinder-shaped foundation structure, and position is to its upper and the mill construction integral with its compact siro spinning technology.
Cylindrical infrastructure include four equal diameters, etc. height, bottomless reinforced concrete cylinder body 1,
Cylinder 1 and the interval top surrounded thereof are provided with the lamina tecti 2 being made up of beam slab top surface structure, cylinder
Body 1 is formed by connecting by connection wall 3 between any two, and four rectangular arrangements of cylinder 1, on lamina tecti 2
Offer the through hole 4 that can switch, take out in cylinder when inflation and negative pressure sinking in cylinder when facilitating transportation by driving
Gas.
Mill construction is positioned at above cylindrical infrastructure and closely coupled with it, and mill construction is towards sea
Side wave wall 9 is set, wave wall 9 top arranges overhanging parapet 15, in wave wall 9 upper end
Side arranges bracket 16, and bracket 16 top arranges crane runway beam 11, and the inner side and outer side of wave wall is respectively
It is provided with along wave wall vertical direction inner side floor 10 arranged in parallel and outside floor 17.
The side on mill construction sea dorsad arranges body of wall 6, arranges the first column 5 inside body of wall 6, the
Arranging bracket 16 inside one column 5 upper end, bracket 16 top arranges crane runway beam 11.Crane 12
It is erected at mill construction inside top, crane 12 by the crane runway beam 11 on both sides inside mill construction
Can move along crane runway beam 11.Body of wall 6 lower end arranges gate 7, and gate 7 is opened and closed by being arranged at screw rod
Machine 8 controls,
The side on mill construction sea dorsad is additionally provided with the driving passage 14 being made up of panel construction, driving
Passage 14 divides into crossbeam 18, and the middle part of the first column 5 is inserted in driving passage 14 one end, and the other end is by the
Two columns 19 support, and driving passage 14 runs through whole mill construction.
Body of wall 6 lower end of mill construction arranges gate 7, and gate 7 is by being arranged at driving passage 14 top
Screw open-close machine 8 controls, and the water in reservoir is entered box-type suction foundation by gate 7 and purifies water structures.
Four cylinder 1 diameters are 13m, high 13.5m；Consider cylinder 1 internal gas during transportation by driving
Pressure to cylinder, wall thickness is lower Bao Shanghou, for 0.25m-0.85m, lamina tecti 2 thickness 1.5m.
The barrel spacing of adjacent two cylinders 1 is 3m, connects with connection wall 3, connection wall 3 and cylinder heights
Identical, wide 0.55m.
The size of mill construction is: long 30m, wide 26.5m, high 19.5m；First column 5 and second stands
Post 19 is long 1m, wide 1m, wherein, the first high 18.1m of column 5, the second high 10.5m of column 19；
The size of driving passage 14 is: long 30m, wide 6.5m, thick 0.5m；The size of wave wall 9 is: long
30m, high 18.1m, thick 1m, inner side floor 10 and outside floor 17 are thick 1m, wherein, outside
The high 12.5m of floor 17, wide 3.5m, the high 10m of inner side floor 10, wide 3.5m.
The box-type suction foundation of the present invention purify water structure structure the most prefabricated after, by prefabricated case
Cylinder-shaped foundation structure and mill construction hang to half and shallow refute, and shallow refute cylinder 1, lamina tecti half
2 and mill construction connect into entirety, haul to deeper water, and air float hauling is to infield.Connect down
Carrying out structure and inflate floating location, after having good positioning, cylinder 1 is exitted, and mill construction sinks by deadweight
To cylinder 1, it is full of water, water in draw tube afterwards, makes cylinder sink down into lamina tecti 2 bottom surface and mud face complete
Contact.
Above technical scheme has been done exemplary description, it should explanation, without departing from
In the case of the core of the technical program, any simple deformation, amendment or other people in the art
Member can not spend the equivalent of creative work to each fall within the protection domain of this patent.
Claims (5)
1. box-type suction foundation purifies the application of water structure structure, it is characterised in that can be with other box-cylinder types
Basis dike structure and box-type suction foundation water intaking brake structure collectively form the dike structure of reservoir, described case cylinder
Type basis purifies water structure structure and includes cylindrical infrastructure, and is positioned at described box-type suction foundation knot
The mill construction on structure top, described cylindrical infrastructure include equal diameter, etc. height, following bottomless
Cylinder, described cylinder is formed by connecting by connection wall between any two, described connection wall and described cylinder
Deng height, the interval top that described cylinder and described cylinder surround is provided with box-type suction foundation top cover
Plate, described box-type suction foundation lamina tecti offers box-type suction foundation through hole, and described mill construction is by one side
Wave wall and three face wall bodies enclose and form, and described wave wall top arranges overhanging parapet, described gear wave
Bracket is set inside wall upper end, is respectively arranged with inside and outside described wave wall along described wave wall Vertical Square
To inner side floor arranged in parallel and outside floor, described bracket top arranges crane runway beam, dorsad sea
The inner side of the body of wall of side, face arranges the first column, and described body of wall lower end arranges gate, and described gate is by setting
The screw open-close machine being placed in driving channel upper controls, and arranges bracket, institute inside described first column upper end
Stating bracket top and arrange crane runway beam, crane runway beam upper shelf is provided with crane, in described mill construction
Portion is additionally provided with driving passage, and described driving passage end inserts the middle part of the first column, and the other end is by
Two upright supports.
Box-type suction foundation the most according to claim 1 purifies the application of water structure structure, its feature
Being, described cylinder quantity is four, and described cylinder is rectangular or annular array.
Box-type suction foundation the most according to claim 1 purifies the application of water structure structure, its feature
Being, described cylinder is armored concrete or steel construction.
4. purify answering of water structure structure according to the box-type suction foundation described in any one of claim 1-3
With, it is characterised in that a diameter of 6-16 rice of described cylinder, height is 4-15 rice, and barrel thickness is
0.25-0.85 rice, described cylinder arrangement pitches between any two is 1-8 rice, described box-type suction foundation top
Cover sheet thickness is 0.5-1.5 rice, and the width of described connection wall is 0.3-0.7 rice, the height of described mill construction
Degree for 10-20m, length and width no more than the length and width of described box-type suction foundation lamina tecti,
Described wave wall floor width 3-5 rice, thick 0.5-1 rice, described first stem height is 10-20 rice, described
Second stem height is 6-12 rice, and described first column and the second strut length are 0.5-1.0 rice, wide
Degree is 0.5-1.0 rice.
5. purify answering of water structure structure according to the box-type suction foundation described in any one of claim 1-4
With, it is characterised in that described soft soil foundation is the soft soil foundation of harbour or reservoir.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610202930.4A CN105862890B (en) | 2015-05-13 | 2015-05-13 | Box-type suction foundation purified water structure structure |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510242167.3A CN104831741B (en) | 2015-05-13 | 2015-05-13 | Box and bucket type foundation purifying water building structure |
| CN201610202930.4A CN105862890B (en) | 2015-05-13 | 2015-05-13 | Box-type suction foundation purified water structure structure |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510242167.3A Division CN104831741B (en) | 2015-05-13 | 2015-05-13 | Box and bucket type foundation purifying water building structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105862890A true CN105862890A (en) | 2016-08-17 |
| CN105862890B CN105862890B (en) | 2018-07-03 |
Family
ID=53809912
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510242167.3A Expired - Fee Related CN104831741B (en) | 2015-05-13 | 2015-05-13 | Box and bucket type foundation purifying water building structure |
| CN201610202930.4A Expired - Fee Related CN105862890B (en) | 2015-05-13 | 2015-05-13 | Box-type suction foundation purified water structure structure |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510242167.3A Expired - Fee Related CN104831741B (en) | 2015-05-13 | 2015-05-13 | Box and bucket type foundation purifying water building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN104831741B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB191507445A (en) * | 1915-05-18 | 1916-03-02 | James Spelman | Improvements in Concrete Substructure Caissons. |
| JPH08184021A (en) * | 1994-12-28 | 1996-07-16 | Yamatomi Sangyo Kk | Block for construction |
| JP2001295245A (en) * | 2000-04-17 | 2001-10-26 | World Engineering Kk | Protecting method for structure |
| CN2714623Y (en) * | 2004-08-05 | 2005-08-03 | 天津港务局 | Movable breakwater structure comprising steel-concrete box-type foundation and vertical arc continuous wall |
| CN103669284A (en) * | 2013-12-04 | 2014-03-26 | 天津港(集团)有限公司 | Box-barrel-type foundation breakwater structure assembled over water and assembling method thereof |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2567270Y (en) * | 2002-08-28 | 2003-08-20 | 天津大学 | Movable cylinder foundation breakwater structure |
| JP4123248B2 (en) * | 2005-06-06 | 2008-07-23 | 株式会社大林組 | Underwater foundation structure |
| CN100343454C (en) * | 2005-09-07 | 2007-10-17 | 天津大学 | Maritime air float hauling and positioning sinking mounting method for soft-foundation box-cylinder type infrastructure |
| CN201762695U (en) * | 2010-08-17 | 2011-03-16 | 中国水电顾问集团华东勘测设计研究院 | Structure applicable to large and medium-sized mechanical device to enter long tunnel for overhaul |
| CN102587320B (en) * | 2012-03-16 | 2013-12-11 | 王宽飞 | Reservoir-fishpond combined multifunctional seawall |
| CN204662466U (en) * | 2015-05-13 | 2015-09-23 | 天津大学 | A kind of box-type suction foundation is purified waste water structure structure |
-
2015
- 2015-05-13 CN CN201510242167.3A patent/CN104831741B/en not_active Expired - Fee Related
- 2015-05-13 CN CN201610202930.4A patent/CN105862890B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB191507445A (en) * | 1915-05-18 | 1916-03-02 | James Spelman | Improvements in Concrete Substructure Caissons. |
| JPH08184021A (en) * | 1994-12-28 | 1996-07-16 | Yamatomi Sangyo Kk | Block for construction |
| JP2001295245A (en) * | 2000-04-17 | 2001-10-26 | World Engineering Kk | Protecting method for structure |
| CN2714623Y (en) * | 2004-08-05 | 2005-08-03 | 天津港务局 | Movable breakwater structure comprising steel-concrete box-type foundation and vertical arc continuous wall |
| CN103669284A (en) * | 2013-12-04 | 2014-03-26 | 天津港(集团)有限公司 | Box-barrel-type foundation breakwater structure assembled over water and assembling method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104831741B (en) | 2017-04-26 |
| CN105862890B (en) | 2018-07-03 |
| CN104831741A (en) | 2015-08-12 |
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| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information |
Inventor after: Bie Shean Inventor after: Guo Linlin Inventor after: Xue Runze Inventor after: Guan Xiaoyu Inventor after: Wu Qingwei Inventor before: Bie Shean Inventor before: Xue Runze Inventor before: Guo Linlin Inventor before: Guan Xiaoyu Inventor before: Wu Qingwei |
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| CB03 | Change of inventor or designer information | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180703 Termination date: 20210513 |
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| CF01 | Termination of patent right due to non-payment of annual fee |