CN103321237B - A kind of pile tube combining structure and for the method for construction of Wharf Engineering - Google Patents
A kind of pile tube combining structure and for the method for construction of Wharf Engineering Download PDFInfo
- Publication number
- CN103321237B CN103321237B CN201310219792.7A CN201310219792A CN103321237B CN 103321237 B CN103321237 B CN 103321237B CN 201310219792 A CN201310219792 A CN 201310219792A CN 103321237 B CN103321237 B CN 103321237B
- Authority
- CN
- China
- Prior art keywords
- pile tube
- combining structure
- girder system
- pile
- construction
- 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.)
- Active
Links
Landscapes
- Revetment (AREA)
- Foundations (AREA)
Abstract
The present invention relates to a kind of pile tube combining structure and the method for construction for Wharf Engineering thereof, its pile tube combining structure comprises one or more pile tube section, pile tube section is provided with many root canal piles, gapped between pile tube, pile tube section end face is provided with end face and connects girder system, and pile tube section bottom surface is provided with bottom surface and connects girder system; Its method of construction comprises: S1, assembling pile tube combining structure; S2, above-mentioned pile tube combining structure is placed in to engineering site place by crane barge handling; S2, the handling of above-mentioned pile tube combining structure is placed in to the engineering site place having flattened; S3, the above engineering structure part of construction pile tube combining structure. Quick construction of the present invention, material is saved, cost economic, corrosion resistance is strong, can effectively solve particularly many defects of civil engineering structure, tower column structure under marine environment of deep water foundation.
Description
Technical field
The present invention relates to a kind of pile tube combining structure and the method for construction for Wharf Engineering thereof.
Background technology
High-strength concrete tubular pile, because intensity is high, good corrosion resistance, cheap, becomes one of member of civil engineering first-selection. ButPile tube is restricted by technological level and engineering application means, and diameter is generally less, and anti-bending bearing capacity is very weak, current in ocean engineeringThere is no the case history of the submerged structure that is applied to profundal zone.
Along with the paces of human development ocean are accelerated, the engineering construction project of deepwater field is on the increase, as bridge spanning the sea, harbour codeHead, Gao Jiao room, island etc. Pier formula sea port dock is a kind of conventional large-scale sea port dock structure, and pier shaft in its water is often selected heavilyPower formula caisson.
Gravity type caisson is a kind ofly simple resist horizontal loading and transmit the structure of vertical load by self powerful deadweight. Be placed inSea port dock gravity type caisson in deepwater field, because area of section is large, suffered wave force is very large. Powerful wave force often becomesFor the controlled factor of design caisson, be also that to be flower resist being used for for a big chunk expense in the cost of current gravity type caissonOn self suffered wave force, this and the essential target of design caisson---transmit vertical load and less horizontal loading, beThe larger contradiction of existence.
Summary of the invention
Problem to be solved by this invention is to provide a kind of quick construction cost economic corrosion resistant for above-mentioned the deficiencies in the prior artThe pile tube combining structure that erosion property is strong and the method for construction of harbour.
The present invention for the technical scheme that the problem of the above-mentioned proposition of solution adopts is: a kind of pile tube combining structure, comprises one or largeIn the pile tube section of, pile tube section is provided with many root canal piles, gapped between pile tube, and pile tube section end face is provided with end face tie-beamSystem, pile tube section bottom surface is provided with bottom surface and connects girder system.
Press such scheme, described pile tube section is provided with two or be greater than two, in the middle of being provided with, connects between adjacent pile tube sectionGirder system.
Press such scheme, described pile tube combining structure tapered, pile tube is with conical form setting.
Press such scheme, described pile tube is prefabricated high-strength prestressed concrete structure, or is steel tube pile structure, or for steel pipe mixedXtah Crude Clay structure.
Press such scheme, it is reinforced concrete structure that described end face connects girder system, middle connection girder system and bottom surface tie-beam,Or be steel construction, or be the steel node prefabricated high-strength pipe pile structure of arranging in pairs or groups, also can be any combination of above-mentioned three kinds of structures.
A Wharf Engineering method of construction that utilizes pile tube combining structure, comprises the following steps:
S1, assembling pile tube combining structure, described pile tube combining structure comprises one or be greater than the pile tube section of, pile tube section arrangesHave many root canal piles, gapped between pile tube, pile tube section end face is provided with end face and connects girder system, and pile tube section bottom surface is provided with bottom surface and connectsConnect girder system;
S2, the handling of above-mentioned pile tube combining structure is placed in to the engineering site place having flattened;
S3, the above engineering structure part of construction pile tube combining structure.
Press such scheme, the pile tube combining structure in described step S1 is two or is greater than the pile tube section of two, adjacent pile tubeIn the middle of being provided with between section, connect girder system.
Press such scheme, in described step S1, the preparation method of described pile tube combining structure is: the first independent pile tube of making,Prefabricated end face connects girder system again, middle girder system and the bottom surface connection girder system of connecting, and finally assembling is spliced into pile tube combining structure.
Press such scheme, in described step S1, the preparation method of described pile tube combining structure is: the first independent pile tube of making,Then build bottom surface and connect girder system, then lay pile tube, then connect girder system in the middle of building, finally build end face and connect girder system.
Beneficial effect of the present invention is:
1, by numerous pile tube compositions space hollow out combining structure, this combining structure can be applicable to deep water pier structure and pier tower structure,Combining structure air permeability rate is large, very little to the resistance of current, wave. In the middle of arranging between each pile tube section, connect girder system, reduce singleThe computational length of pile tube, improves the bearing capacity of single pile tube, and the bearing capacity of combining structure and structure height are no longer subject to singleThe transition of pile tube restricts, and has greatly expanded the range of application of pile tube.
2, pile tube is made in batch in special manufacturing factory, and making quality is high, and production cost is low, and ambient influnence is little.
3, pile tube combining structure is for submerged structure, takes full advantage of that pile tube axial bearing capacity is high, combining structure air permeability rate is large two largeAdvantage, can make submerged structure design and construction more economical.
4, the middle tie-beam in the coupling part between adjacent pile tube section ties up to special construction site or manufacturing factory's making, andBe combined into overall structure with pile tube, then entirety is transported to engineering site and lays, and makes coupling part quality more guaranteed, greatly limitShorten the site operation duration and can adapt to severe engineering construction environment.
5, in the time being applied to marine environment, when the pile tube in pile tube combining structure is used high-strength concrete tubular pile, more existing steel construction,Ordinary reinforced concrete structure has better endurance quality.
6,, when for bridge substructure, pile tube combining structure can be used as bridge pier pier shaft permanent structure and doubles as the waterborne of pile foundationOperation platform, significantly reduces the operating expenses of bridge pier.
7, in the time of high pin toft plinth for island or underwater sandy beach, pile tube combining structure can adapt to the larger depth of water, and construction costs is cheap.
Brief description of the drawings
Fig. 1 is the structural representation of pile tube combining structure embodiment mono-of the present invention;
Fig. 2 is the structural representation of pile tube combining structure embodiment bis-of the present invention;
Fig. 3 is the structural representation of pile tube combining structure embodiment tri-of the present invention;
Fig. 4 is the structural representation of pile tube combining structure embodiment tetra-of the present invention;
Fig. 5 is the project installation schematic diagram of the pile tube combining structure in Fig. 1;
Fig. 6 is the project installation schematic diagram of the pile tube combining structure in Fig. 4.
In figure: 1, pile tube section, 2, pile tube, 3, end face connects girder system, 4, the middle girder system that connects, 5, bottom surface connects girder system.
Detailed description of the invention
Further illustrate embodiments of the invention below in conjunction with accompanying drawing.
Referring to Fig. 1-Fig. 6, a kind of pile tube combining structure, comprises one or be greater than the pile tube section 1 of, and pile tube section 1 is provided with manyRoot canal pile 2, gapped between pile tube section 2, pile tube section 1 end face is provided with end face and connects girder system 3, and pile tube section 1 bottom surface is provided withBottom surface connects girder system 5; When the pile tube section 1 of the pile tube combining structure arranging is two or is greater than two, two adjacent pile tube sections 1Between be provided with in the middle of connect girder system 4; Each section of pile tube section 1 can be according to engineering project feature, by several pile tubes 2 according to variousReasonably space geometry configuration combination, the radical of pile tube 2, can equate also can be unequal.
The bottom surface that is arranged on bottom surface connects girder system 5 and can directly use as basis, also can be set to cushion cap; Pile tube 2 is prefabricated heightStrength prestressed concrete structure, is also steel tube pile structure, is also concrete filled steel tube, also can be three kinds of structure any combination,Pile tube 2 is made in advance in batch as absolute construction; End face connects girder system 3, middle connection girder system 4 and bottom surface connection girder system 5Reinforced concrete structure, is also steel construction, also, for the steel node prefabricated high-strength pipe pile structure of arranging in pairs or groups, also can be above-mentioned three kinds of structure shapesPrestressing force is selected arbitrarily and applied to formula.
Utilize the harbour formula harbour substructure of pile tube combining structure or a method of construction for bridge pier, comprise the following steps: S1,Assembling pile tube combining structure, S2, is placed in the handling of above-mentioned pile tube combining structure at the engineering site place having flattened; S3, basisTradition construction technology and arrangement and method for construction, the above engineering structure part of construction pile tube combining structure.
The way one of assembling pile tube combining structure: first independent making pile tube 2, more prefabricated end face connects girder system 3, the middle girder system that connects4 and ground connect girder system 5, finally assembling is spliced into pile tube combining structure.
The way two of assembling pile tube combining structure: the first independent pile tube 2 of making, then build bottom surface and connect girder system 3, then lay pile tube 2,In the middle of building again, connect girder system 4, finally build end face and connect girder system 5, above-mentioned pile tube 2 and the middle number of plies that connects girder system 4 of arrangingCan multilayer be set according to designing requirement.
Embodiment mono-: referring to Fig. 1 and Fig. 5, a kind of pile tube combining structure, comprises two pile tube sections 1, each pile tube section 1 byThe pile tube 2 of 9 high-strength prestressed concrete structures is pressed taper seat and is distributed; Pile tube section 1 end face is provided with cast-in-place concrete collar tie beam knotThe end face of structure connects girder system 3; In the middle of arranging between adjacent pile tube section 1, connect girder system 4; Pile tube section 1 bottom surface arranges bottom surface and connectsGirder system 5, bottom surface connects girder system 5 and doubles as concrete foundation; When this pile tube combining structure for harbour dolphin pierhead substructure orWhen bridge pier, the pile tube 2 of high-strength prestressed concrete structure is commercial finished product member, can directly purchase from manufacturer; End face connectsConnecing girder system 3, middle connection girder system 4 and bottom surface connection girder system 5 can be cast-in-place in building site, also can look for producer preset; By pile tube 2, topFace connects girder system 3, middle connection girder system 4 and bottom surface connection girder system 5 and on land, dock or barge, is assembled into pile tube combination knotAfter structure, by large-scale floating crane handling, be placed in engineering site place, then connect girder system 3 tops at end face pinner is set, thenCollar tie beam is set, to form construction harbour superstructure or bridge superstructure on pinner.
Embodiment bis-: referring to Fig. 2, a kind of pile tube combining structure, comprises four pile tube sections 1, and lower two-layer pile tube section 1 is by 8The pile tube 2 of high-strength prestressed concrete structure is pressed taper seat and is distributed, and upper two-layer pile tube section 1 is tied by 4 high-strength prestressed concretesThe pile tube 2 of structure distributes by the face of cylinder; The end face of pile tube section 1 is provided with cast-in-place concrete collar tie beam structure end face and connects girder system 3; PhaseIn the middle of being provided with between adjacent pile tube section 1, connect girder system 4; Pile tube section 1 bottom surface is provided with bottom surface and connects girder system 5, bottom surface tie-beamBe 5 to double as concrete foundation, other structure is same as embodiment mono-.
Embodiment tri-: referring to Fig. 3, a kind of pile tube combining structure, comprises two pile tube sections 1, and each pile tube section 1 is high-strength by 5The pile tube 2 of prestressed reinforced concrete construction distributes by the face of cylinder; The end face that pile tube section 1 end face arranges cast-in-place concrete collar tie beam structure connectsConnect girder system 3; In the middle of arranging between adjacent tubes pile cutoff 1, connect girder system 4; Pile tube section 1 bottom surface arranges bottom surface and connects girder system 5, bottom surfaceConnect girder system 5 and double as concrete foundation, other structure is same as embodiment mono-.
Embodiment tetra-: referring to Fig. 4 and Fig. 6, a kind of pile tube combining structure, comprises two pile tube sections 1, and each pile tube section 1 is by 3The pile tube 2 of root high-strength prestressed concrete structure is pressed Triangle-Profile; Pile tube section 1 end face is provided with cast-in-place concrete plate structureEnd face connect girder system 3; Adjacent pile tube section 1 junction arranges middle girder system 4, the pile tube section 1 of connecting of concrete slab block structureBottom surface arranges bottom surface and connects girder system 5, and bottom surface connects girder system 5 and doubles as concrete foundation; The handling of above-mentioned pile tube combining structure is laidIn the engineering site place having flattened; According to traditional construction technology and arrangement and method for construction, the above engineering structure of construction pile tube combining structurePart. Other structure is same as embodiment mono-.
The above, be only preferred embodiment of the present invention, not invention made to any pro forma restriction, this area skillArt personnel utilize the technology contents of above-mentioned announcement to make a little simple modification, and equivalent variations or modification all drop on the protection model of inventionIn enclosing.
Claims (8)
1. a pile tube combining structure, it is characterized in that, comprise one or be greater than the pile tube section of, pile tube section is provided with many root canal piles, gapped between pile tube, and pile tube section end face is provided with end face and connects girder system, pile tube section bottom surface is provided with bottom surface and connects girder system, described pile tube combining structure is tapered, and pile tube is with conical form setting, and described bottom surface connects girder system directly as basis.
2. pile tube combining structure according to claim 1, is characterized in that, described pile tube section is provided with two or be greater than two, connects girder system between adjacent pile tube section in the middle of being provided with.
3. pile tube combining structure according to claim 1, is characterized in that, described pile tube is prefabricated high-strength prestressed concrete structure, or is steel tube pile structure, or is concrete filled steel tube.
4. pile tube combining structure according to claim 2, it is characterized in that, it is reinforced concrete structure that described end face connects girder system, middle connection girder system and bottom surface tie-beam, or be steel construction, or be the steel node prefabricated high-strength pipe pile structure of arranging in pairs or groups, also can be any combination of above-mentioned three kinds of structures.
5. a Wharf Engineering method of construction that utilizes pile tube combining structure, is characterized in that, comprises the following steps:
S1, assembling pile tube combining structure, described pile tube combining structure comprises one or be greater than the pile tube section of, pile tube section is provided with many root canal piles, gapped between pile tube, pile tube section end face is provided with end face and connects girder system, and pile tube section bottom surface is provided with bottom surface and connects girder system, and described pile tube combining structure is tapered, pile tube is with conical form setting, and described bottom surface connects girder system directly as basis;
S2, the handling of above-mentioned pile tube combining structure is placed in to the engineering site place having flattened;
S3, the above engineering structure part of construction pile tube combining structure.
6. the Wharf Engineering method of construction that utilizes pile tube combining structure according to claim 5, is characterized in that, the pile tube combining structure in described step S1 is two or is greater than the pile tube section of two, connects girder system between adjacent pile tube section in the middle of being provided with.
7. the Wharf Engineering method of construction that utilizes pile tube combining structure according to claim 6, it is characterized in that, in described step S1, the preparation method of described pile tube combining structure is: the first independent pile tube of making, prefabricated end face connects girder system, middle girder system and the bottom surface connection girder system of connecting again, and finally assembling is spliced into pile tube combining structure.
8. the Wharf Engineering method of construction that utilizes pile tube combining structure according to claim 6, it is characterized in that, in described step S1, the preparation method of described pile tube combining structure is: the first independent pile tube of making, then build bottom surface and connect girder system, then lay pile tube, then connect girder system in the middle of building, finally build end face and connect girder system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310219792.7A CN103321237B (en) | 2013-06-04 | 2013-06-04 | A kind of pile tube combining structure and for the method for construction of Wharf Engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310219792.7A CN103321237B (en) | 2013-06-04 | 2013-06-04 | A kind of pile tube combining structure and for the method for construction of Wharf Engineering |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103321237A CN103321237A (en) | 2013-09-25 |
| CN103321237B true CN103321237B (en) | 2016-05-25 |
Family
ID=49190260
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310219792.7A Active CN103321237B (en) | 2013-06-04 | 2013-06-04 | A kind of pile tube combining structure and for the method for construction of Wharf Engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103321237B (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669385A (en) * | 2013-12-30 | 2014-03-26 | 中铁二十四局集团有限公司 | Method for improving pile group bearing capacity by means of reticular pile foundations |
| CN104153387B (en) * | 2014-07-17 | 2016-01-06 | 河海大学 | A kind of steel pipe combination stake reducing wave force and seawater corrosion |
| CN110258442B (en) * | 2019-05-31 | 2021-03-30 | 中交水运规划设计院有限公司 | Method and device for determining engineering construction process scheme of high-pile wharf |
| CN110485258B (en) * | 2019-06-25 | 2021-09-07 | 中交第三航务工程勘察设计院有限公司 | Full-assembly type steel structure approach bridge and construction method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58160420A (en) * | 1982-03-19 | 1983-09-22 | Penta Ocean Constr Co Ltd | Levee body using king post |
| JPS59179924A (en) * | 1983-03-31 | 1984-10-12 | Taisei Corp | Construction of foundation for marine structure |
| CN1227299A (en) * | 1998-02-23 | 1999-09-01 | 中国人民解放军51002部队 | Combined dam of steel, wood, soil and stone and its construction technology |
| CN201794084U (en) * | 2010-07-30 | 2011-04-13 | 中铁四局集团第六工程有限公司 | Underwater steel pipe pile buttress on bare-rock river bed |
| CN201952807U (en) * | 2011-03-18 | 2011-08-31 | 刘红静 | Tubular pile platform base for wind power generator |
| CN102168428A (en) * | 2011-03-01 | 2011-08-31 | 浙江大学宁波理工学院 | Engineering pile groups for postposition cross-partition buildings and construction method |
| CN203270596U (en) * | 2013-06-04 | 2013-11-06 | 中交第二航务工程勘察设计院有限公司 | Pile tube combination structure |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202787299U (en) * | 2012-07-24 | 2013-03-13 | 中国水电顾问集团华东勘测设计研究院 | Multi-pile pipe guide frame type foundation for offshore wind turbine |
| CN202865861U (en) * | 2012-09-14 | 2013-04-10 | 江苏海力风电设备科技有限公司 | Six-pile wind generating set foundation |
-
2013
- 2013-06-04 CN CN201310219792.7A patent/CN103321237B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58160420A (en) * | 1982-03-19 | 1983-09-22 | Penta Ocean Constr Co Ltd | Levee body using king post |
| JPS59179924A (en) * | 1983-03-31 | 1984-10-12 | Taisei Corp | Construction of foundation for marine structure |
| CN1227299A (en) * | 1998-02-23 | 1999-09-01 | 中国人民解放军51002部队 | Combined dam of steel, wood, soil and stone and its construction technology |
| CN201794084U (en) * | 2010-07-30 | 2011-04-13 | 中铁四局集团第六工程有限公司 | Underwater steel pipe pile buttress on bare-rock river bed |
| CN102168428A (en) * | 2011-03-01 | 2011-08-31 | 浙江大学宁波理工学院 | Engineering pile groups for postposition cross-partition buildings and construction method |
| CN201952807U (en) * | 2011-03-18 | 2011-08-31 | 刘红静 | Tubular pile platform base for wind power generator |
| CN203270596U (en) * | 2013-06-04 | 2013-11-06 | 中交第二航务工程勘察设计院有限公司 | Pile tube combination structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103321237A (en) | 2013-09-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| EP2837554A1 (en) | Partially floating marine platform for offshore wind-power, bridges and marine buildings, and construction method | |
| CN202672093U (en) | Anchoring type dock wall structure of sheet-pile wall | |
| CN103321237B (en) | A kind of pile tube combining structure and for the method for construction of Wharf Engineering | |
| CN105350531B (en) | The pile tube anchor pole composite foundation and construction technology of tension compression bidirectional load can be born | |
| CN104895089A (en) | Construction method of permanent retaining system characterized by joint work of basement floor slabs and retaining piles | |
| CN107059856A (en) | The ecology stake of pretensioning prestressed concrete porous hollow and its construction method | |
| CN104594360A (en) | Composite double-row pile foundation pit supporting structure | |
| CN101492918B (en) | Beam column node for base pit engineering of topdown construction method | |
| CN104975607A (en) | Offshore area local deep foundation pit stanching pit construction method | |
| US3255591A (en) | Horizontally stabilized foundation | |
| CN203270596U (en) | Pile tube combination structure | |
| CN207714300U (en) | A kind of fabricated ocean engineering concrete architectural structure system | |
| CN204282295U (en) | Pile formula case cylinder breakwater structure | |
| CN203821306U (en) | Flexible anti-scour protection pad | |
| CN217399681U (en) | Combined anti-slide pile | |
| CN206941372U (en) | Concrete-filled steel tube with dumbbell sections assembled pier and the attachment structure with cushion cap | |
| CN102286971A (en) | Concrete-filled steel tube core column socketed pile | |
| CN104452798A (en) | Offshore wind turbine foundation structure and equipment and construction method of offshore wind turbine foundation equipment | |
| CN211368353U (en) | Steel trestle steel pipe pile concrete abutment | |
| CN105256763A (en) | Diking method based on bamboo raft frame structure | |
| CN103741724B (en) | A kind of prefabricated prestressed underground continuous wall joint | |
| CN209585028U (en) | A kind of open caisson applies broken pile | |
| CN105970983B (en) | A kind of bottomless steel jacket box cast-in-place concrete diversion cofferdam and its construction method | |
| CN205046554U (en) | Core combined type anti structure of floating of stress tube stake is in advance irritated to built -in anchor rope | |
| CN105297698B (en) | Pile foundation type reinforced concrete structure offshore oil platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |