CN105862890B - Box-type suction foundation purified water structure structure - Google Patents
Box-type suction foundation purified water structure structure Download PDFInfo
- Publication number
- CN105862890B CN105862890B CN201610202930.4A CN201610202930A CN105862890B CN 105862890 B CN105862890 B CN 105862890B CN 201610202930 A CN201610202930 A CN 201610202930A CN 105862890 B CN105862890 B CN 105862890B
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- China
- Prior art keywords
- box
- type suction
- suction foundation
- meters
- cylinder
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- 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 present invention relates to the applications of box-type suction foundation purified water structure structure, including cylindrical infrastructure, and the mill construction positioned at the cylindrical infrastructure top, the cylindrical infrastructure includes cylinder, connection wall, box-type suction foundation lamina tecti and box-type suction foundation through-hole, and the mill construction includes wave wall, overhanging parapet, bracket, inside floor, outside floor, crane runway beam, wall, the first column, the second column, gate, screw open-close machine and driving channel.The present invention box-type suction foundation purified water structure structure can be used for harbour, reservoir soft soil foundation on.The box-type suction foundation water intaking brake structure of the present invention, it can be integral prefabricated in land, air supporting is transported on the water, in-site installation is convenient, construction speed is fast, impervious good and structure is reasonable, it is strong to the ecad of the depth of water, it is big that embedded depth is installed, can connect together with other cylindrical infrastructures, collectively form dike structure.
Description
The application is the applying date on May 13rd, 2015, application No. is a 201510242167.3, entitled " plants case cylinders
The divisional application of the Chinese invention patent application of type basis purified water structure structure and its application ".
Technical field
The present invention relates to hydraulic engineering and coastal ocean engineering fields, specially box-type suction foundation purified water structure structure
Application.
Background technology
Purified water structures include SMF ponds and purification water pool, and general structure is similar, function is similar.
At present in port and coastal engineering, traditional reservoir on soft soil foundation includes sloping breakwater mostly or upstanding bank surrounds
Embankment, the purified water structures in embankment, water delivery pumping plant and connection trestle.Traditional sloping breakwater or upstanding bank will in construction
The reinforcing of ground is carried out, and not only needs to carry out ground in the construction of purified water structures, water delivery pumping plant and connection trestle
Reinforcing, also need by reservoir water extract out, separately set cofferdam to build the condition of dry work, which increases in work progress
Risk.Traditional purified water structures working procedure is complicated at present, the duration compared with it is long, cost is high, risk is big.
Invention content
It is an object of the invention to overcome deficiency of the prior art, box-type suction foundation purified water structure structure is provided
Using, reinforced soft soil ground, pump drainage library water time-consuming and laborious the technical issues of difficult to solve marine cofferdam construction.
The present invention solves its technical problem and is achieved through the following technical solutions：
A kind of box-type suction foundation purified water structure structure, including cylindrical infrastructure and positioned at the box-cylinder type
The mill construction on foundation structure top.The cylindrical infrastructure include equal diameter, etc. height, following bottomless cylinder,
The cylinder is formed by connecting between any two by connection wall, the connection wall and the cylinder etc. height, the cylinder and
Box-type suction foundation lamina tecti is provided at the top of the section that the cylinder surrounds, case is offered on the box-type suction foundation lamina tecti
Bucket foundation through-hole.The mill construction is enclosed by a face wave wall and three face wall bodies, and the wave wall top setting is outer
Parapet is stretched, bracket is set on the inside of the wave wall upper end, is respectively arranged with inside and outside the wave wall along the gear wave
Wall vertical direction inside floor arranged in parallel and outside floor, the bracket top sets crane runway beam, backwards to sea one
The inside of the wall of side sets the first column, and the wall lower end sets gate, bracket is set on the inside of first the upper end of the column,
The bracket top sets crane runway beam, and crane runway beam upper shelf is equipped with crane, is additionally provided with inside the mill construction
Driving channel, the driving passage end are inserted into the middle part of the first column, and the other end is by the second upright supports.
Preferably, the cylinder quantity is four, and the cylinder is rectangular or annular array.
Preferably, the cylinder is armored concrete or steel construction.
Preferably, a diameter of 6-16 meters of the cylinder are highly 4-15 meters, and barrel thickness is 0.25-0.85 meters, institute
It is 1-8 meters to state the arrangement spacing of cylinder between any two, and the box-type suction foundation head cover plate thickness is 0.5-1.5 meters, the company
The width for connecing wall is 0.3-0.7 meters, and the height of the mill construction is 10-20m, and length and width is no more than the case cylinder
The length and width of type basis lamina tecti, the wave wall floor is 3-5 meters wide, 0.5-1 meters thick, and first stem height is
10-20 meters, second stem height is 6-12 meters, and first column and the second strut length are 0.5-1.0 meters, width
It is 0.5-1.0 meters.
Box-type suction foundation purified water structure structure of the present invention, available for harbour, reservoir soft soil foundation on.
The present invention box-type suction foundation purified water structure structure can also be with other box-type suction foundations dike structure, pumping plant
Structure, water intaking brake structure connect together, and collectively form dike structure.
Beneficial effects of the present invention：Can be integral prefabricated in land, air supporting on the water is transported, and in-site installation is convenient, builds
Make that speed is fast, impervious good and structure is reasonable, strong to the ecad of the depth of water, installation embedded depth is big.
The embankment knot of reservoir can be collectively formed with other box-type suction foundation dike structures and box-type suction foundation water intaking brake structure
Structure eliminates traditional reservoir and builds cofferdam, excavation of foundation pit, foundation stabilization, pump drainage library water and etc..
The roadnet of box-type suction foundation purified water structure structure can directly build mill construction inside, eliminate
The step of traditional reservoir is built to connect the trestles such as embankment and purified water structures, pumping plant.
Description of the drawings
Fig. 1 is the structure diagram of the present invention.
Fig. 2 is the vertical view of the present invention.
Fig. 3 is the bottom view of the present invention.
Figure label is described as follows：
1- cylinders；2- basic type cylindrical structure lamina tectis；3- connection walls；4- through-holes；The first columns of 5-；6- walls；7-
Gate；8- screw open-close machines；9- wave walls；Floor on the inside of 10-；11- crane runway beams；12- cranes；13- mill construction head covers
Plate；14- driving channels；The overhanging parapets of 15-；16- brackets；Floor on the outside of 17-；18- crossbeams；The second columns of 19-.
Specific embodiment
Below by specific embodiment, the invention will be further described, and following embodiment is descriptive, is not limit
Qualitatively, it is impossible to which protection scope of the present invention is limited with this.
Box-type suction foundation purified water structure structure as shown in drawings, including the box-type suction foundation being inserted into seabed soil
Structure and portion disposed thereon simultaneously closely connect integral mill construction with it.
Cylindrical infrastructure include four equal diameters, etc. height, bottomless reinforced concrete cylinder body 1, cylinder 1 and
The lamina tecti 2 being made of beam slab top surface structure is provided at the top of its section surrounded, cylinder 1 is connected between any two by connection wall 3
It connects, four 1 rectangular arrangements of cylinder, the through-hole 4 that can be switched is offered on lamina tecti 2, when facilitating transportation by driving into cylinder
Inflation and negative pressure are evacuated when sinking into cylinder.
Mill construction is located above cylindrical infrastructure and closely coupled with it, and the side on mill construction towards sea is set
Wave wall 9 is put, 9 top of wave wall sets overhanging parapet 15, bracket 16,16 top of bracket are set on the inside of 9 upper end of wave wall
Crane runway beam 11 is set, and the inner side and outer side of wave wall is respectively arranged with along wave wall vertical direction interior side rib arranged in parallel
Plate 10 and outside floor 17.
Mill construction sets wall 6,6 the first column 5 of inside setting of wall, 5 upper end of the first column backwards to the side on sea
Inside sets bracket 16,16 top of bracket setting crane runway beam 11.The crane rail that crane 12 passes through both sides on the inside of mill construction
Road beam 11 is erected at mill construction inside top, and crane 12 can be moved along crane runway beam 11.6 lower end of wall sets gate 7,
Gate 7 is controlled by being set to screw open-close machine 8,
Mill construction is additionally provided with the driving channel 14 being made of panel construction backwards to the side on sea, drives a vehicle under channel 14
If crossbeam 18, the middle part of the first column 5 is inserted into 14 one end of driving channel, and the other end is supported by the second column 19, channel 14 of driving a vehicle
Through entire mill construction.
6 lower end of the wall setting gate 7 of mill construction, gate 7 is by being set to the screw open-close machine 8 on driving channel 14 top
It controls, the water in reservoir enters box-type suction foundation purified water structures by gate 7.
Four 1 diameters of cylinder are 13m, high 13.5m；Consider that 1 internal gas of cylinder is to the pressure of cylinder, cylinder during transportation by driving
Wall thickness is lower Bao Shanghou, is 0.25m-0.85m, 2 thickness 1.5m of lamina tecti.The barrel spacing of two neighboring cylinder 1 is 3m,
It is connected with connection wall 3, connection wall 3 is identical with cylinder heights, wide 0.55m.
The size of mill construction is：Long 30m, wide 26.5m, high 19.5m；First column 5 and the second column 19 are long 1m,
Wide 1m, wherein, 5 high 18.1m of the first column, 19 high 10.5m of the second column；Driving channel 14 size be：Long 30m, wide 6.5m,
Thick 0.5m；The size of wave wall 9 is：Long 30m, high 18.1m, thick 1m, inside floor 10 and outside floor 17 are thick 1m,
In, outside floor 17 high 12.5m, wide 3.5m, inside floor 10 high 10m, wide 3.5m.
After box-type suction foundation purified water structure structure of the invention is prefabricated in land, by prefabricated box-type suction foundation
Structure and mill construction hang to half it is shallow refute, half it is shallow refute cylinder 1, lamina tecti 2 and mill construction are connected into it is whole
Body, haul is to deeper water, and air float hauling is to infield.Floating positioning, after having good positioning, circle are inflated followed by structure
Cylinder 1 is deflated, and mill construction is sunk down by dead weight full of water in cylinder 1, and water in draw tube, makes cylinder sink down into lamina tecti 2 later
Bottom surface and mud face completely attach to.
Illustrative description is done to technical scheme of the present invention above, it should which explanation is not departing from this technology side
In the case of the core of case, any simple deformation, modification or other skilled in the art can not spend creative labor
Dynamic equivalent replacement each falls within the protection domain of this patent.
Claims (3)
1. the application of box-type suction foundation purified water structure structure, which is characterized in that with other box-type suction foundation dike structures and
Box-type suction foundation water intaking brake structure collectively forms the dike structure of reservoir, for harbour or the soft soil foundation of reservoir, wherein described
Box-type suction foundation purified water structure structure includes cylindrical infrastructure and positioned at the cylindrical infrastructure top
Mill construction, the cylindrical infrastructure include equal diameter, etc. height, following bottomless cylinder, the cylinder is two-by-two
Between be formed by connecting by connection wall, the connection wall and the cylinder etc. height, the cylinder and the cylinder surround
Section at the top of be provided with box-type suction foundation lamina tecti, offer box-type suction foundation through-hole on the box-type suction foundation lamina tecti,
The mill construction is enclosed by a face wave wall and three face wall bodies, and the wave wall top sets overhanging parapet, institute
Setting bracket on the inside of wave wall upper end is stated, is respectively arranged with inside and outside the wave wall parallel along the wave wall vertical direction
The inside floor of arrangement and outside floor, the bracket top sets crane runway beam, backwards to the inside of the wall of sea side
First column is set, and the wall lower end sets gate, and the gate is by being set to the screw open-close machine control of driving upper part of channel
System, the first the upper end of the column inside setting bracket, the bracket top set crane runway beam, and crane runway beam top is set up
There is crane, driving channel is additionally provided with inside the mill construction, the driving passage end is inserted into the middle part of the first column, separately
By the second upright supports, a diameter of 6-16 meters of the cylinder, be highly 4-15 meters for one end, and barrel thickness is 0.25-0.85 meters,
The arrangement spacing of the cylinder between any two is 1-8 meters, and the box-type suction foundation head cover plate thickness is 0.5-1.5 meters, described
The width of connection wall is 0.3-0.7 meters, and the height of the mill construction is 10-20m, and length and width is no more than the case cylinder
The length and width of type basis lamina tecti, the wave wall floor is 3-5 meters wide, 0.5-1 meters thick, and first stem height is
10-20 meters, second stem height is 6-12 meters, and first column and the second strut length are 0.5-1.0 meters, width
It is 0.5-1.0 meters.
2. the application of box-type suction foundation purified water structure structure according to claim 1, which is characterized in that the cylinder
Body quantity is four, and the cylinder is rectangular or annular array.
3. the application of box-type suction foundation purified water structure structure according to claim 1, which is characterized in that the cylinder
Body is armored concrete or steel construction.
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 CN105862890A (en) | 2016-08-17 |
| CN105862890B true 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 (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB191507445A (en) * | 1915-05-18 | 1916-03-02 | James Spelman | Improvements in Concrete Substructure Caissons. |
| 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 (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN104831741A (en) | 2015-08-12 |
| CN105862890A (en) | 2016-08-17 |
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Legal Events
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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 | ||
| 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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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180703 Termination date: 20210513 |