CN104831741B - Box and bucket type foundation purifying water building structure - Google Patents
Box and bucket type foundation purifying water building structure Download PDFInfo
- Publication number
- CN104831741B CN104831741B CN201510242167.3A CN201510242167A CN104831741B CN 104831741 B CN104831741 B CN 104831741B CN 201510242167 A CN201510242167 A CN 201510242167A CN 104831741 B CN104831741 B CN 104831741B
- Authority
- CN
- China
- Prior art keywords
- box
- wall
- rice
- cylinder
- bucket type
- 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.)
- Expired - Fee Related
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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 a box and bucket type foundation purifying water building structure. The box and bucket type foundation purifying water building structure comprises a box and bucket type foundation structure and a factory structure, wherein the factory structure is positioned at the upper part of the box and bucket type foundation structure; the box and bucket type foundation structure comprises cylinder bodies, a connecting wall, a box and bucket type foundation top cover plate and a box and bucket type foundation through hole; the factory structure comprises a wave retaining wall, an extending wave retaining breast wall, corbels, an inside rib plate, an outside rib plate, a crane rail beam, a back wall body, a first vertical column, a second vertical column, a gate, a screw rod opening and closing machine and a traveling passage. The box and bucket type foundation purifying water building structure is suitable for soft soil foundations of ports and water reservoirs, and has the advantages that the structure can be wholly prefabricated on land, and can be transported on water in an air floating way; the installation at site is convenient, the construction speed is quick, the anti-seepage property is good, the structure stress is reasonable, the suitability to the water depth is high, the soil inserting depth in the installation process is large, and the structure can be connected with other box and bucket type foundation structures to form an embankment structure.
Description
Technical field
The present invention relates to hydraulic engineering and coastal ocean engineering field, specially a kind of box-type suction foundation purified water structures
Structure.
Background technology
Purified water structures include SMF ponds and purification water pool, and its general structure is similar, function is similar.
At present in port and coastal engineering, the traditional reservoir on soft soil foundation includes that sloping breakwater or upstanding bank are surrounded mostly
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, in which increases work progress
Risk.Purified water structures working procedure traditional at present is complicated, the duration is high compared with long, cost, risk is big.
The content of the invention
It is an object of the invention to overcome deficiency of the prior art, there is provided a kind of new box-type suction foundation purified water structure
Thing structure is built, to solve marine cofferdam construction difficulty, the technical problem that reinforced soft soil ground, pump drainage storehouse water are wasted time and energy.
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 height such as the connection wall and described cylinder, the cylinder and
The interval top that the cylinder is surrounded is provided with box-type suction foundation lamina tecti, and on the box-type suction foundation lamina tecti case is offered
Bucket foundation through hole.The mill construction is enclosed and formed by a face wave wall and three face wall bodies, and the wave wall top arranges outer
Parapet is stretched, the wave wall upper end inner side arranges bracket, is respectively arranged with inside and outside the wave wall along the gear wave
Wall vertical direction inner side floor arranged in parallel and outside floor, the bracket top arranges crane runway beam, the body of wall bag
Two sides plane of structure body of wall and a face dorsal part body of wall are included, the dorsal part body of wall is dorsad sea side, sets on the inside of the dorsal part body of wall
The first column is put, the lower end of the dorsal part body of wall arranges gate, and the first column upper end inner side arranges bracket, on the bracket
Portion arranges crane runway beam, and crane runway beam upper shelf is provided with crane, driving passage, institute are additionally provided with inside the mill construction
The middle part that driving passage end inserts the first column is stated, 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 rice of the cylinder, is highly 4-15 rice, and barrel thickness is 0.25-0.85 rice, described
Cylinder arrangement pitches between any two are 1-8 rice, and the thickness of the box-type suction foundation lamina tecti is 0.5-1.5 rice, the company
The width for connecing wall is 0.3-1.0 rice, and the height of the mill construction is 10-20m, and the length of the mill construction is no more than described
The length of box-type suction foundation lamina tecti, the width of the mill construction is not more than the width of the box-type suction foundation lamina tecti, institute
The length for stating wave wall floor is 1-5 rice, and width is 0.3-1.0 rice, and the height of first column is 10-20 rice, described the
The height of two columns is 0.3-2.0 rice for the length of 6-12 rice, first column and the second column, and width is 0.3-
2.0 rice.
Box-type suction foundation purified water structure structure of the present invention, can be used on the soft soil foundation of harbour, reservoir.
The box-type suction foundation purified water structure structure of the present invention can also be with the dike structure of other box-type suction foundations, pumping plant
Structure, water intaking brake structure connect together, and collectively form dike structure.
Beneficial effects of the present invention：Can be integral prefabricated on land, air supporting transport on the water, in-site installation facilitates, builds
Make that speed is fast, impervious good and structure stress rationally, the ecad to the depth of water is strong, installs embedded depth 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 the steps such as cofferdam, excavation of foundation pit, foundation stabilization, pump drainage storehouse water.
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 trestle such as embankment and purified water structures, pumping plant.
Description of the drawings
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.
Label is described as follows in figure：
1- cylinders；2- basic type cylindrical structure lamina tectis；3- connection walls；4- through holes；The columns of 5- first；6- back side walls
Body；7- gates；8- screw open-close machines；9- wave walls；10- inner sides floor；11- crane runway beams；12- cranes；13- mill constructions
Lamina tecti；14- driving passages；The overhanging parapets of 15-；16- brackets；Floor on the outside of 17-；18- crossbeams；The columns of 19- second.
Specific embodiment
Below by specific embodiment, the invention will be further described, and following examples are 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 in seabed soil
Structure, and portion disposed thereon and closely it is connected integral mill construction with it.
Cylindrical infrastructure include four equal diameters, etc. height, bottomless reinforced concrete cylinder body 1, cylinder 1 and
Its interval top for surrounding is provided with the lamina tecti 2 being made up of beam slab top surface structure, and cylinder 1 is connected between any two by connection wall 3
Connect and form, the rectangular arrangement of four cylinders 1 offers the through hole 4 that can be switched on lamina tecti 2, when facilitating transportation by driving into cylinder
Inflation and negative pressure are evacuated when sinking into cylinder.
Mill construction is positioned at cylindrical infrastructure top and closely coupled with it, and mill construction sets towards the side on sea
Wave wall 9 is put, the top of wave wall 9 arranges overhanging parapet 15, and the upper end of wave wall 9 inner side arranges bracket 16, the top of bracket 16
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.
The side on mill construction dorsad sea arranges dorsal part body of wall 6, and the inner side of dorsal part body of wall 6 arranges the first column 5, and first stands
The upper end of post 5 inner side arranges bracket 16, and the top of bracket 16 arranges crane runway beam 11.Crane 12 is by mill construction inner side both sides
Crane runway beam 11 is erected at mill construction inside top, and crane 12 can be moved along crane runway beam 11.The lower end of dorsal part body of wall 6 sets
Gate 7 is put, gate 7 is controlled by screw open-close machine 8 is arranged at.
The side on mill construction dorsad sea is additionally provided with the driving passage 14 being made up of panel construction, under driving passage 14
If crossbeam 18, the middle part of the first column 5 is inserted in one end of passage 14 of driving a vehicle, and the other end is supported by the second column 19, passage 14 of driving a vehicle
Through whole mill construction.
The lower end of dorsal part body of wall 6 of mill construction arranges gate 7, and gate 7 is opened by the screw rod for being arranged at driving passage 14 top
Close machine 8 to control, the water in reservoir enters box-type suction foundation purified water structures by gate 7.
Four diameters of cylinder 1 are 13m, high 13.5m；Consider pressure of the internal gas of cylinder 1 to cylinder, cylinder during transportation by driving
Wall thickness is lower Bao Shanghou, is 0.25m-0.85m, the thickness 1.5m of lamina tecti 2.The barrel spacing of two neighboring cylinder 1 is 3m,
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, the high 18.1m of the first column 5, the high 10.5m of the second column 19；Driving passage 14 size be：Long 30m, wide 6.5m,
Thick 0.5m；The size of wave wall 9 is：The width of long 30m, high 18.1m, width 1m, inner side floor 10 and outside floor 17 is
1m, wherein, the high 12.5m of outside floor 17, length 3.5m, the high 10m of inner side floor 10, length 3.5m.
After the box-type suction foundation purified water structure structure of the present invention is prefabricated on land, by prefabricated box-type suction foundation
Structure and mill construction hang to half it is shallow refute, half it is shallow refute by cylinder 1, lamina tecti 2 and mill construction connect it is integral,
Deeper water, and air float hauling are hauled to infield.Followed by structure inflation floating positioning, after having good positioning, cylinder
Body 1 is deflated, and mill construction is sunk down into full of water in cylinder 1 by deadweight, and afterwards water in draw tube, makes cylinder sink down into the bottom of lamina tecti 2
Face and mud face completely attach to.
Exemplary description is done to technical scheme above, it should explanation, without 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 each falls within the protection domain of this patent.
Claims (4)
1. a kind of box-type suction foundation purified water structure structure, it is characterised in that including cylindrical infrastructure, and positioned at institute
State the mill construction on cylindrical infrastructure 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 height such as the connection wall and described cylinder, the circle
The interval top that cylinder and the cylinder are surrounded is provided with box-type suction foundation lamina tecti, opens on the box-type suction foundation lamina tecti
Box-type suction foundation through hole is provided with, the mill construction is enclosed and formed by a face wave wall and three face wall bodies, the wave wall top
Overhanging parapet is set, and the wave wall upper end inner side arranges bracket, is respectively arranged with inside and outside the wave wall along institute
Wave wall vertical direction inner side floor arranged in parallel and outside floor are stated, the body of wall includes that two sides plane of structure body of wall and one side are carried on the back
Side wall body, the dorsal part body of wall is dorsad sea side, and the inner side of the dorsal part body of wall arranges the first column, the dorsal part body of wall
Lower end arrange gate, the gate by be arranged at driving channel upper screw open-close machine control, the first column upper end
Inner side arranges bracket, and the bracket top arranges crane runway beam, and crane runway beam upper shelf is provided with crane, the mill construction
Inside is additionally provided with driving passage, and the driving passage end inserts the middle part of the first column, and the other end is by the second upright supports.
2. box-type suction foundation purified water structure structure according to claim 1, it is characterised in that the cylinder quantity
For four, the cylinder is rectangular or annular array.
3. box-type suction foundation purified water structure structure according to claim 1, it is characterised in that the cylinder is steel
Reinforced concrete or steel construction.
4. the box-type suction foundation purified water structure structure according to any one of claim 1-3, it is characterised in that the circle
A diameter of 6-16 rice of cylinder, is highly 4-15 rice, barrel thickness be 0.25-0.85 rice, cylinder arrangement between any two
Spacing is 1-8 rice, and the thickness of the box-type suction foundation lamina tecti is 0.5-1.5 rice, and the width of the connection wall is 0.3-1.0
Rice, the height of the mill construction is 10-20m, and the length of the mill construction is not more than the box-type suction foundation lamina tecti
Length, the width of the mill construction is not more than the width of the box-type suction foundation lamina tecti, the length of the wave wall floor
For 1-5 rice, width is 0.3-1.0 rice, and the height of first column is 10-20 rice, and the height of second column is 6-12
The length of rice, first column and the second column is 0.3-2.0 rice, and width is 0.3-2.0 rice.
Priority Applications (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 |
Applications Claiming Priority (1)
| 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 |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610202930.4A Division CN105862890B (en) | 2015-05-13 | 2015-05-13 | Box-type suction foundation purified water structure structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104831741A CN104831741A (en) | 2015-08-12 |
| CN104831741B true CN104831741B (en) | 2017-04-26 |
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 After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610202930.4A Expired - Fee Related CN105862890B (en) | 2015-05-13 | 2015-05-13 | Box-type suction foundation purified water structure structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN104831741B (en) |
Family Cites Families (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB191507445A (en) * | 1915-05-18 | 1916-03-02 | James Spelman | Improvements in Concrete Substructure Caissons. |
| JP2767391B2 (en) * | 1994-12-28 | 1998-06-18 | 山富産業株式会社 | Building blocks |
| JP2001295245A (en) * | 2000-04-17 | 2001-10-26 | World Engineering Kk | Protecting method for structure |
| CN2567270Y (en) * | 2002-08-28 | 2003-08-20 | 天津大学 | Movable cylinder foundation breakwater 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 |
| 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 |
| 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 |
| 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
Also Published As
| Publication number | Publication date |
|---|---|
| CN105862890A (en) | 2016-08-17 |
| CN105862890B (en) | 2018-07-03 |
| CN104831741A (en) | 2015-08-12 |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| 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: 20170426 Termination date: 20210513 |