CN201214785Y - Cylinder moveable box reel type foundation structure member with rib pile - Google Patents
Cylinder moveable box reel type foundation structure member with rib pile Download PDFInfo
- Publication number
- CN201214785Y CN201214785Y CNU2007200995725U CN200720099572U CN201214785Y CN 201214785 Y CN201214785 Y CN 201214785Y CN U2007200995725 U CNU2007200995725 U CN U2007200995725U CN 200720099572 U CN200720099572 U CN 200720099572U CN 201214785 Y CN201214785 Y CN 201214785Y
- Authority
- CN
- China
- Prior art keywords
- cylinder
- stake
- rib
- barrel
- steel
- 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 - Lifetime
Links
Images
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a movable caisson-cylindrical type basic structure of a cylinder with rib piles which includes 3 to 6 steel wall cylinders without bottoms and provided with top plates; the neighboring cylinders are arranged in a triangle or a quadrangle; the neighboring cylinders are connected by vertical steel plates; the top plates of each cylinder are provided with a through hole with a switch; the wall of each cylinder is provided with a vertical steel rib pile the lower end of which is of a cone shape; concrete or cement sand pulp is filled in the rib pile. The movable caisson-cylindrical type basic structure skillfully combines a steel structure with a concrete material; the rigidity of the cylinder wall thereof is large; the anti-bending capacity is high; the movable caisson-cylindrical type basic structure is conveniently constructed and is suitable for building a dock, a deep water bulwark and a reclamation dam structure; besides, the structure can be moved for using.
Description
Technical field
The utility model relates to a kind of removable box-type suction foundation structural member of cylinder of stake with ribbing, is used to build harbour, mole, encloses low bank between fields, engineering such as shore protection, belongs to the building structural member in harbour and the coastal engineering field.
Background technology
The box-type suction foundation structure is a kind of new structure that is applicable on the soft foundation, existing many-sided application patented technology.022531467), " the upright arc diaphragm wall of removable steel reinforced concrete box-type suction foundation breakwater structure " (patent No.: 2004200294670) proposed two kinds of novel breakwater structures that are applicable on the soft foundation as " removable cylinder foundation the breakwater structure " (patent No.:, " the bucket foundation gravitation-type deep-water dock structure on the soft foundation " (patent No.: 021213739) with the foundation structure of cylinder-shaped foundation structure as gravity type quay, or the like.
The box-type suction foundation structure is divided two kinds of steel structure and concrete structures.When adopting box-type suction foundation structure building deep water mole or dock structure, in order to keep stability of structure, the height of basis barrel structure can be bigger, if employing concrete structure, then the weight of structure is bigger, the transportation difficulty after the one side structure is prefabricated, and the structure submergence depth is big on the other hand, penetration resistance is big, and structure is sunk difficult; If the employing steel structure, the transportation of precast construction and sinking problem can be resolved, but the rigidity of large scale cylindrical structure is little, easy deformation in prefabricated, transportation and the sinking process, influence construction and using.
This patent has proposed a kind of improved steel box-type suction foundation structure, can improve the rigidity of large-scale structure, prevents or reduces its distortion.
Summary of the invention
The purpose of this utility model is to provide a kind of improved steel box-type suction foundation structural member, and the rigidity of large-scale structure is improved, and is convenient to construction, has also improved structure bearing capacity.
For achieving the above object, the utility model is realized by following technical proposals: a kind of removable box-type suction foundation structural member of cylinder of stake with ribbing, this structural member comprises that diameter is the steel wall cylinder of 3 to 6 no tail band top boards of 3m to 15m, the adjacent cylinders body is arranged in triangle or quadrangle by outer rim spacing 1m to 6m, be connected by vertical 1 or 2 parallel steel plates between the adjacent cylinders body, on the top board of each cylinder, be provided with the through hole of belt switch, it is characterized in that, on the barrel of each cylinder, or barrel inboard, or the barrel outside, or the inside and outside both sides of barrel are equidistant, or unequal-interval be provided with highly and equal, or be longer than, or the vertical rib stake of the steel that is shorter than cylinder barrel height.
The cross section of above-mentioned vertical rib stake is circular or semicircle or rectangle or regular polygon, and rib stake diameter or maximum circumscribed circle diameter are 0.2m to 2m, and rib stake lower end is sharp cone distal, fill concrete or cement mortar in the rib stake.
Above-mentioned vertical rib stake is provided with 3 to 24 on each cylinder.
Superiority of the present utility model is: build the box-type suction foundation structural member of the stake with ribbing of large scale with steel plate, its barrel rigidity is big, and counter-bending ability is strong, is convenient to construction, be applicable to construction harbour and deep water mole, enclose the low bank between fields structure, and structure can be moved use.
Description of drawings
Below in conjunction with accompanying drawing the utility model is illustrated.
Fig. 1 is the structure upward view of band circular rib stake on the barrel of the present utility model.
Fig. 2 is the lateral view of single cylinder of the present utility model.
Fig. 3 is the harbour profile that utilizes the utility model to constitute.
Fig. 4 is the structure upward view of barrel of the present utility model inboard with semicircle rib stake.
Fig. 5 is the structure upward view of the barrel of the present utility model outside with semicircle rib stake.
Fig. 6 is the structure upward view of the semicircle rib stake of the inside and outside both sides of barrel of the present utility model band.
1 is the cylinder of box-type suction foundation structure among the figure, and 2 is vertical rib stake, and 3 is the junction plate between cylinder, and 4 is the tube top board, and 5 is the through hole on the tube top board.
The specific embodiment
An embodiment is as follows for the utility model: the removable box-type suction foundation structural member of cylinder of stake a kind of with ribbing as depicted in figs. 1 and 2, steel drum 1 by 4 no tail band lamina tectis is formed, on the sidewall of each cylinder, equidistantly be provided with 8 vertical rib stakes 2, the stake top extend in the tube top board 4 that is formed by concrete casting.4 cylinder quadrangularlies are arranged, and pass through 3 connections of 2 parallel vertical junction plates between adjacent cylinders, but are provided with the through hole 5 of switch on the top board of each cylinder and middle chamber.
Four cylinders are the steel cylinder of diameter 10.5m, high 16m, wall thickness 12mm, and the barrel spacing of adjacent two cylinders is 3.0m, and the height of junction plate is lacked 3m in the bottom than cylinder heights.Being positioned at 8 middle vertical rib stakes of barrel on each cylindrical wall is the circular section stake, and diameter is 0.6m, and height is identical with cylinder heights, filling concrete in the rib stake, and rib stake bottom is sharp cone distal.
Harbour profile such as Fig. 3 of adopting the utility model to constitute show.With the box-type suction foundation structural members of a plurality of such stakes with ribbing be arranged in a row be installed on the mud face of seabed after, the basin of excavation front side, and at its top board forward position fluid concrete breastwork, system is installed by the ship facility on breastwork, rear backfill sandstone material, on backfill sandstone material, pour into a mould Wharf Surface, just constituted dock structure.The harbour that adopts the box-type suction foundation structural member of the stake with ribbing of above-mentioned yardstick to build up can be stopped the boats and ships of 1 ton.
When the dock structure that adopts the utility model structural member to build need move, remove the facility on the box-type suction foundation structural member, inject water under high pressure and high pressure gas in each cylinder, the box-type suction foundation structural member can be taken out from foundation soil, movement is to other local installation.
When adopting box-type suction foundation structure building mole and dock structure in the profundal zone, the diameter of basic cylindrical structure and highly all bigger, when adopting steel work to build, for guaranteeing the strength and stiffness of structure, then rolled steel dosage is bigger to adopt traditional form of structure.The utility model structure combines steel work and concrete material dexterously, and the rigidity of barrel and bending resistance are increased substantially, and does not increase difficulty of construction simultaneously again.Adopt engineering structures of the present utility model will save great deal of steel, make construction costs reduce.
Claims (3)
1. the removable box-type suction foundation structural member of cylinder of a stake with ribbing, comprise that diameter is the steel wall cylinder of 3 to 6 no tail band top boards of 3m to 15m, the adjacent cylinders body is arranged in triangle or quadrangle by outer rim spacing 1m to 6m, be connected by vertical 1 or 2 parallel steel plates between the adjacent cylinders body, on the top board of each cylinder, be provided with the through hole of belt switch, it is characterized in that, on the barrel of each cylinder, or barrel inboard, or the barrel outside, or the inside and outside both sides of barrel are equidistant, or unequal-interval be provided with highly and equal, or be longer than, or the vertical rib stake of the steel that is shorter than cylinder barrel height.
2. according to described a kind of with ribbing the removable box-type suction foundation structural member of cylinder of claim 1, the cross section that it is characterized in that described vertical rib stake is circular or semicircle or rectangle or regular polygon, rib stake diameter or maximum circumscribed circle diameter are 0.2m to 2m, rib stake lower end is sharp cone distal, fill concrete or cement mortar in the rib stake.
3. according to the removable box-type suction foundation structural member of cylinder of the described a kind of stake with ribbing of claim 1, it is characterized in that described vertical rib stake is provided with 3 to 24 on each cylinder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200995725U CN201214785Y (en) | 2007-12-28 | 2007-12-28 | Cylinder moveable box reel type foundation structure member with rib pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200995725U CN201214785Y (en) | 2007-12-28 | 2007-12-28 | Cylinder moveable box reel type foundation structure member with rib pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201214785Y true CN201214785Y (en) | 2009-04-01 |
Family
ID=40519992
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200995725U Expired - Lifetime CN201214785Y (en) | 2007-12-28 | 2007-12-28 | Cylinder moveable box reel type foundation structure member with rib pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201214785Y (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101775812B (en) * | 2010-01-21 | 2011-07-13 | 道达(上海)风电投资有限公司 | Built-in buoy towing barrel-shaped foundation sinking method |
| CN102146669A (en) * | 2010-02-24 | 2011-08-10 | 天津市海王星海上工程技术有限公司 | Movable/fixed man-made island cylindrical foundation |
| CN104179156A (en) * | 2014-08-22 | 2014-12-03 | 天津港航工程有限公司 | Cylindrical foundation water gate structure and construction method for closure of cofferdam |
| CN104762985A (en) * | 2015-04-13 | 2015-07-08 | 天津大学 | Cylindrical caisson foundation water intake gate structure and application thereof |
| CN105735343A (en) * | 2016-03-28 | 2016-07-06 | 中交第三航务工程勘察设计院有限公司 | Floating negative-pressure foundation composite structure |
| CN108239988A (en) * | 2018-02-23 | 2018-07-03 | 中交第三航务工程勘察设计院有限公司 | A kind of assembled steel barrel base structure and its construction method |
| CN112627216A (en) * | 2019-09-24 | 2021-04-09 | 山东港通工程管理咨询有限公司 | Flat-plate permeable breakwater structure supported by box-type foundation |
-
2007
- 2007-12-28 CN CNU2007200995725U patent/CN201214785Y/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101775812B (en) * | 2010-01-21 | 2011-07-13 | 道达(上海)风电投资有限公司 | Built-in buoy towing barrel-shaped foundation sinking method |
| CN102146669A (en) * | 2010-02-24 | 2011-08-10 | 天津市海王星海上工程技术有限公司 | Movable/fixed man-made island cylindrical foundation |
| CN102146669B (en) * | 2010-02-24 | 2012-12-12 | 天津市海王星海上工程技术有限公司 | Movable/fixed man-made island cylindrical foundation |
| CN104179156A (en) * | 2014-08-22 | 2014-12-03 | 天津港航工程有限公司 | Cylindrical foundation water gate structure and construction method for closure of cofferdam |
| CN104179156B (en) * | 2014-08-22 | 2016-07-13 | 天津港航工程有限公司 | Box-type suction foundation sluice structure and enclose low bank between fields and close up the construction method of mouth |
| CN104762985A (en) * | 2015-04-13 | 2015-07-08 | 天津大学 | Cylindrical caisson foundation water intake gate structure and application thereof |
| CN105735343A (en) * | 2016-03-28 | 2016-07-06 | 中交第三航务工程勘察设计院有限公司 | Floating negative-pressure foundation composite structure |
| CN108239988A (en) * | 2018-02-23 | 2018-07-03 | 中交第三航务工程勘察设计院有限公司 | A kind of assembled steel barrel base structure and its construction method |
| CN112627216A (en) * | 2019-09-24 | 2021-04-09 | 山东港通工程管理咨询有限公司 | Flat-plate permeable breakwater structure supported by box-type foundation |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201214785Y (en) | Cylinder moveable box reel type foundation structure member with rib pile | |
| CN101666101B (en) | Movable prefabricated multi-barrel type gravity mixed foundation | |
| CN210887094U (en) | Gravity wharf upgrading structure | |
| CN103669284A (en) | Box-barrel-type foundation breakwater structure assembled over water and assembling method thereof | |
| CN101289867B (en) | Construction process for removing foundation ditch in water | |
| CN103898868A (en) | Novel high-pile wharf | |
| CN203701127U (en) | Underwater gravity type foundation | |
| CN201296918Y (en) | Wharf shore-connecting structure | |
| CN102061678A (en) | Method for building seaport wharf on soft soil base of coastal beach | |
| CN203834422U (en) | Novel high-pile wharf | |
| CN105421479A (en) | Large-scale wading ring-shaped rigid foundation and construction method thereof | |
| CN205822123U (en) | 20 ton deep water sheet pile quay wall structure | |
| CN201649036U (en) | Pipe pile platform used for building dock | |
| CN201520954U (en) | Caisson platform for building docks | |
| CN1382876A (en) | Gravitation-type deep-water dock structure with cylindrical base on soft foundation | |
| CN101892650A (en) | Combined type seawall and construction method thereof | |
| CN106428436A (en) | Offshore overwater operation platform | |
| CN205776151U (en) | Grooved sheet pile and sheet pile wall | |
| CN1164834C (en) | Pile supported column type large wharf structure | |
| CN210887256U (en) | Straight combined sheet pile-ground wall-connecting type frame of water retaining cofferdam | |
| CN209958290U (en) | Take shore protection structure of pile foundation | |
| CN210975864U (en) | Offshore wind power composite barrel foundation construction structure | |
| CN211006518U (en) | Novel sheet pile wharf structure | |
| CN201883413U (en) | Combined concrete rectangular open caisson harbor basin | |
| CN105839615A (en) | Groove type plate pile and plate pile wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20090401 |
|
| CX01 | Expiry of patent term |