CN105089008B - A kind of assembled transmission cast clip pile structure for long piled wharf - Google Patents
A kind of assembled transmission cast clip pile structure for long piled wharf Download PDFInfo
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- CN105089008B CN105089008B CN201510495595.7A CN201510495595A CN105089008B CN 105089008 B CN105089008 B CN 105089008B CN 201510495595 A CN201510495595 A CN 201510495595A CN 105089008 B CN105089008 B CN 105089008B
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- pile
- vertical rod
- long piled
- engineering pile
- piled wharf
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Abstract
The present invention relates to the constructing structure field of long piled wharf, in particular to a kind of assembled transmission cast clip pile structure for long piled wharf.Described clip pile structure is fixed on the engineering pile upper end of long piled wharf, it is characterised in that：Described clip pile structure includes the vertical rod of many laid out in parallel for being arranged at every engineering pile upper end；Described vertical rod lower end is fixed on the inside of the upper end of engineering pile, is provided with transverse support bar between vertical rod, and its upper end is provided with lateral structure, and the lateral structure on each engineering pile is interconnected to form overall structure with the lateral structure on adjacent engineering pile.This practical clip pile structure can be good at solving that the welding job amount that prior art is present is big, the problems such as stress is unreasonable, improve the security of Wharf Construction, make whole work progress more quick, improve efficiency of construction, with great promotional value.
Description
Technical field
The present invention relates to the constructing structure field of long piled wharf, in particular to a kind of assembled transmission for long piled wharf
Cast clip pile structure.
Background technology
Long piled wharf is made up of foundation pile and superstructure, and the bottom of stake is squeezed in soil, and top is higher by the water surface, superstructure
Have that beam and slab type, Wu Liang great be board-like, frame-type and bearing platform type etc..Long piled wharf belongs to hollow structure, and wave and current can be flat in harbour
Face is not below by way of reflecting to wave, do not affect flood discharge, and can reduce alluvial, it is adaptable to soft soil foundation.Widely used length
Stake, large-span structure, and progressively replace the less stake of section with large-sized prestress concrete tubular column or steel pipe column, form tubing string code
Head.
The steel-pipe pile of long piled wharf is usually matrix arrangement pattern, in order to ensure the structural stability of long piled wharf, generally
Need all of steel-pipe pile is coupled together, the impulsive force of wave is resisted with this.Steel-pipe pile is coupled together by prior art
Clip pile structure is usually used lateral structure welding steel-pipe pile makes which be connected as entirety.Existing clip pile structure has three kinds of schemes：
Scheme 1：As shown in Fig. 1～2, it is the steel-pipe pile attachment structure schematic diagram of the long piled wharf of prior art, steel-pipe pile
Bracket 1.3 being welded with 1.1, being welded with connector 1.4 on bracket 1.3,1.4 upper end of connector is connected with shaped steel 1.2, shaped steel
All of steel-pipe pile 1.1 crisscross is connected as entirety by 1.2.The major advantage of the program is：Construction relatively flexibly, being capable of basis
On-site actual situations adjustment bracket 1.3 and the welding position of shaped steel 1.2, can be good at adapting to the situation of change of construction stake position.
But the program there is problems：1st, welding job is too many, and in the case that stormy waves is big, the security of welding job cannot be protected
Barrier, and welding job affected by stormy waves too big, construct window phase few, efficiency of construction is too low；2nd, in the case of wind and waves,
When stormy waves ripple towing force or under pound horizontal force of the power more than stormy waves, the weak direction of principal axis of shaped steel 1.2 is difficult to bear vertical force, easily quilt
Destroy, cause whole clip pile malformation, affect the stability of whole steel-pipe pile 1.1.
Scheme 2：Excessive in order to solve welding job, the problem that welding job is difficult to, someone devise anchor ear and type
The combining structure of steel substitutes the attachment structure of bracket and shaped steel.As shown in figs. 34, this programme substitutes ox by using anchor ear 2.3
Leg is connected with steel-pipe pile 2.1, and anchor ear 2.3 is fixed on steel-pipe pile 2.1 by pretightning force, and anchor ear 2.3 is welded with connector above
2.4, shaped steel 2.2 is installed as lateral on connector 2.4.The structure is reduced a large amount of for bracket Installation Modes
Welding job, but the structure of anchor ear 2.3 is relative complex, and cost is improved, less economical, and, shaped steel 2.2 is weak axial to be received
Power problem is not still solved.
Scheme 3：It is separate part that above-mentioned anchor ear is mainly anchor ear with shaped steel with the connection mode of shaped steel, adopts between the two
Connector is welded to connect, and this can undoubtedly increase the welding job amount of whole engineering.In order to solve this problem, it is thus proposed that adopt
With new anchor ear pattern.As shown in Fig. 5～6, round steel pipe 3.2 is directly connected by new hooping structure with anchor ear 3.3, is embraced
Hoop 3.3 is fixed on the outside of the upper end of steel-pipe pile 3.1, and round steel pipe 3.2 is fixed on anchor ear 3.3 by the pretightning force of anchor ear 3.3,
By such attachment structure pattern essentially without using steel-pipe pile 3.1 is welded to connect, come compared to traditional connection mode
Say, this programme installation effectiveness is high, welding works.But still there is problems with this programme：1st, 3.3 complex structure of anchor ear,
Processing difficulties, cost significantly rise, less economical；2nd, the pre-pressing structure of anchor ear 3.3 is too many, and constructional difficulties virtually increase
The construction workload of workmen；3rd, anchor ear 3.3 does not allow easy fitted accurate, and steel pipe lateral is difficult to form the mould of straight line arrangement
Formula, the lateral support modes of steel-pipe pile are difficult to reach optimal force structure；4th, in the case of the limit, according to calculating, work as stormy waves
Height more than 6m when, the specification of 3.2 lateral of steel pipe requires more than Φ 1020*10mm, just can guarantee that the stability of force structure,
But the steel pipe 3.2 of such major diameter is installed, less economical, and installation difficulty, it is difficult to popularization and application.
Content of the invention
Present invention aim to the prior art constructional difficulties for solving to mention in above-mentioned background technology, by ripple towing force
The problems such as affecting big, provides a kind of assembled transmission cast clip pile structure for long piled wharf.
The technical scheme is that：A kind of assembled transmission cast clip pile structure for long piled wharf, described folder
Pilework is fixed on the engineering pile upper end of long piled wharf, it is characterised in that：Described clip pile structure includes to be arranged at every engineering
The vertical rod of many laid out in parallel of stake upper end；Described vertical rod lower end is fixed on the inside of the upper end of engineering pile, is arranged between vertical rod
There is support bar, vertical rod upper end is provided with lateral structure, the lateral structure on each engineering pile is tied with the lateral on adjacent engineering pile
Structure is interconnected to form overall structure.
The upper end of further every described engineering pile is provided with three vertical rods, and three vertical rods symmetrically divide in equilateral triangle
Cloth.
Further described vertical rod lower end is provided with riser, is welded with corresponding with riser vertical on the inside of the upper end of engineering pile
Plate；Described riser is fit together with riser, is bolted to connection.
Further described riser is welded on the support bar of vertical rod lower end.
It is provided with, on further described riser, the floor that arranges in the horizontal direction；Described floor is fixed on engineering pile
Inner side.
Further described lateral structure includes the tubular type lateral support tube being arranged between adjacent engineering pile.
Three vertical rod upper ends on further every described engineering pile are provided with vertical rod connecting plate；Described vertical rod connects
Fishplate bar upper surface is provided with pipe interface, and the pipe that the two ends of lateral support tube are separately fixed on adjacent two engineering pile connects
On mouth.
Advantages of the present invention has：1st, the clip pile structure of the present invention is transmission type, and wave can lead to from the gap between vertical rod
Cross, it is to avoid wave direct percussion vertical rod, enhance the stability of whole clip pile structure；
2nd, the connection of the clip pile architecture neutral bar of the present invention and engineering pile is bolt connection, it is to avoid substantial amounts of Welder
Make, the big technical barrier of Site Welding difficulty is solved, have safe and reliable and construction easily advantage concurrently；
3rd, the clip pile structure of the present invention can be good at solving that prior art is present that welding job amount is big, stress is unreasonable
The problems such as, the security of Wharf Construction is improve, is made whole work progress more quick, efficiency of construction is improve, with very big
Promotional value.
Description of the drawings
Fig. 1：The overlooking the structure diagram of scheme one；
Fig. 2：The side structure schematic view of scheme one；
Fig. 3：The overlooking the structure diagram of scheme two；
Fig. 4：The side structure schematic view of scheme two；
Fig. 5：The overlooking the structure diagram of scheme three；
Fig. 6：The side structure schematic view of scheme three；
Fig. 7：The side view of the present invention；
Fig. 8：The pipe interface of the present invention and the attachment structure schematic diagram of support tube；
Fig. 9：The riser of the present invention and riser attachment structure schematic diagram；
Wherein：1.1—；One steel-pipe pile of scheme；1.2 scheme, one shaped steel；1.3 scheme, one bracket；1.4 schemes one connect
Fitting；2.1 scheme, two steel-pipe pile；2.2 scheme, two shaped steel；2.3 scheme, two anchor ear；2.4 scheme, two connector；
3.1 scheme, three steel-pipe pile；3.2 scheme, three steel pipe；3.3 scheme, three anchor ear；1 engineering pile；2 vertical rods；3 support
Bar；4 risers；5 risers；6 support tubes；7 vertical rod connecting plates；8 pipe interfaces；9 floors.
Specific embodiment
The present invention is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
As Fig. 6～8, a kind of assembled transmission cast clip pile structure for long piled wharf, clip pile structure are made using vertical rod 2
For supporting construction, the upper end of every engineering pile 1 is provided with three vertical rods 2, three vertical rods 2 with equilateral triangle arrangement, as Fig. 9 institute
Show, three vertical rods 2 are respectively on three angles of triangle.
Transverse support bar 3 is provided between vertical rod 2, and the vertical rod 2 on each engineering pile 1 is connected as whole by transverse support bar 3
Body structure.
Wherein, riser 4 is welded with the support bar 3 of 2 lower end position of vertical rod, be welded with the inside of the upper end of engineering pile 1
With 4 corresponding riser 5 of riser, riser 4 fit together with riser 5, is bolted to connection.During practical application, 4 He of riser
Riser 5 can carry out welded and installed before whole Wharf Construction, it is to avoid be welded after the arrangement of engineering pile 1 is got up again.
As shown in figure 8, the upper end of vertical rod 2 is provided with vertical rod connecting plate 7, vertical rod connecting plate 7 is fixed on every engineering pile 1
Three vertical rods 2 upper end, 7 upper surface of vertical rod connecting plate is provided with pipe interface 8, and pipe interface 8 is welded on vertical rod connecting plate 7
On, the two ends of lateral support tube 6 are separately fixed on the pipe interface 8 of adjacent two engineering pile 1.Pipe interface 8 can increase
Big lateral support tube 6 and the contact area of vertical rod connecting plate 7, increase the stability of connection.
General principle, principal character and the advantages of the present invention of the present invention has been shown and described above.The technology of the industry
Personnel it should be appreciated that the present invention is not restricted to the described embodiments, simply explanation described in above-described embodiment and specification this
The principle of invention, without departing from the spirit and scope of the present invention the present invention also have various changes and modifications, these change
Change and improvement is both fallen within scope of the claimed invention.The claimed scope of the invention by appending claims and its
Equivalent is defined.
Claims (7)
1. a kind of assembled transmission cast clip pile structure for long piled wharf, described clip pile structure are fixed on long piled wharf
Engineering pile (1) upper end, it is characterised in that：Described clip pile structure includes to be arranged at many of every engineering pile (1) upper end vertically
The vertical rod (2) of arrangement；Described vertical rod (2) lower end is fixed on the inside of the upper end of engineering pile (1), is provided with and props up between vertical rod (2)
Strut (3), vertical rod (2) upper end are provided with lateral structure, the lateral structure on each engineering pile (1) with adjacent engineering pile (1)
Lateral structure be interconnected to form overall structure.
2. a kind of assembled transmission cast clip pile structure for long piled wharf as claimed in claim 1, it is characterised in that：Institute
The upper end of the every engineering pile (1) that states is provided with three vertical rods (2), and three vertical rods (2) are distributed in equilateral triangle.
3. a kind of assembled transmission cast clip pile structure for long piled wharf as claimed in claim 2, it is characterised in that：Institute
Vertical rod (2) lower end that states is provided with riser (4), is welded with riser (5) corresponding with riser (4) on the inside of the upper end of engineering pile (1)；
Described riser (4) is fit together with riser (5), is bolted to connection.
4. a kind of assembled transmission cast clip pile structure for long piled wharf as claimed in claim 3, it is characterised in that：Institute
The riser (4) that states is welded on the support bar (3) of vertical rod (2) lower end.
5. a kind of assembled transmission cast clip pile structure for long piled wharf as claimed in claim 3, it is characterised in that：Institute
The floor (9) that arranges in the horizontal direction is provided with the riser (5) that states；Described floor (9) is fixed on the interior of engineering pile (1)
Side.
6. a kind of assembled transmission cast clip pile structure for long piled wharf as claimed in claim 2, it is characterised in that：Institute
The lateral structure that states includes the lateral support tube (6) of the tubular type being arranged between adjacent engineering pile (1).
7. a kind of assembled transmission cast clip pile structure for long piled wharf as claimed in claim 6, it is characterised in that：Per
Three vertical rod (2) upper ends on root engineering pile (1) are provided with vertical rod connecting plate (7)；Described vertical rod connecting plate (7) upper surface sets
Pipe interface (8) is equipped with, the two ends of lateral support tube (6) are separately fixed at the pipe interface (8) of adjacent two engineering pile (1)
On.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510495595.7A CN105089008B (en) | 2015-08-13 | 2015-08-13 | A kind of assembled transmission cast clip pile structure for long piled wharf |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510495595.7A CN105089008B (en) | 2015-08-13 | 2015-08-13 | A kind of assembled transmission cast clip pile structure for long piled wharf |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105089008A CN105089008A (en) | 2015-11-25 |
| CN105089008B true CN105089008B (en) | 2017-03-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510495595.7A Active CN105089008B (en) | 2015-08-13 | 2015-08-13 | A kind of assembled transmission cast clip pile structure for long piled wharf |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1043911A (en) * | 1989-01-06 | 1990-07-18 | 无限船坞系统有限公司 | Floating dock structure |
| CN1508363A (en) * | 2002-12-18 | 2004-06-30 | 株式会社德达渡 | Steel-tube-sheet pile sunk-well foundation and steel-tube-sheet pile used thereof |
| CN2649644Y (en) * | 2003-09-29 | 2004-10-20 | 章永泰 | Fixed pile for combined connecting-rod wave removing device |
| CN204125899U (en) * | 2014-10-30 | 2015-01-28 | 中交四航局第三工程有限公司 | A kind of long piled wharf super large framed bent cast-in-situ pile cap bed die support system |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2784637B2 (en) * | 1995-09-07 | 1998-08-06 | 恒二 川原 | Deep foundation structure using pipe pile and its construction method |
| JP4966748B2 (en) * | 2007-05-31 | 2012-07-04 | 五洋建設株式会社 | Underwater structure and method for reinforcing the same |
-
2015
- 2015-08-13 CN CN201510495595.7A patent/CN105089008B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1043911A (en) * | 1989-01-06 | 1990-07-18 | 无限船坞系统有限公司 | Floating dock structure |
| CN1508363A (en) * | 2002-12-18 | 2004-06-30 | 株式会社德达渡 | Steel-tube-sheet pile sunk-well foundation and steel-tube-sheet pile used thereof |
| CN2649644Y (en) * | 2003-09-29 | 2004-10-20 | 章永泰 | Fixed pile for combined connecting-rod wave removing device |
| CN204125899U (en) * | 2014-10-30 | 2015-01-28 | 中交四航局第三工程有限公司 | A kind of long piled wharf super large framed bent cast-in-situ pile cap bed die support system |
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| Publication number | Publication date |
|---|---|
| CN105089008A (en) | 2015-11-25 |
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