CN207176632U - A kind of multilayer high-rise pile cap formula dolphin structure - Google Patents
A kind of multilayer high-rise pile cap formula dolphin structure Download PDFInfo
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- CN207176632U CN207176632U CN201721153956.0U CN201721153956U CN207176632U CN 207176632 U CN207176632 U CN 207176632U CN 201721153956 U CN201721153956 U CN 201721153956U CN 207176632 U CN207176632 U CN 207176632U
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- pile
- cushion cap
- cap
- multilayer high
- dolphin
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Abstract
The utility model is multilayer high-rise pile cap formula dolphin structure, includes cushion cap（1）, front column（2）, rear column（3）, bollard（4）, berthing member（5）, bored concrete pile（6）, wherein bored concrete pile（6）Pierce in fresh rock, pour pile, cushion cap（1）It is divided into two layers up and down, the cushion cap of lower floor（1）It is supported on bored concrete pile（6）Top, front column（2）And rear column（3）It is separately positioned on bilevel cushion cap（1）Between, berthing member（5）It is prefabricated to be arranged on bottom cushion cap（1）On.The utility model not only solves the condition restricted problem in engineering location, and reduces total investment of engineering, improves the useful life longevity of harbour.
Description
Technical field
It the utility model is related to a kind of multilayer high-rise pile cap formula dolphin structure, particularly a kind of inland river landing stage floating wharf system
By facility, belong to the innovative technology of multilayer high-rise pile cap formula dolphin structure.
Background technology
With the fast development of China's economy, the handling capacity of off-lying sea and inland harbour increases severely, and forces and is repaiied in coastal and inland river
More harbours are built, high pile framing harbour, floating wharf and sloping quay, shipping one are typically used in the dock structure in inland river
As use high pile framing formula and ramp type structure, and most of passenger wharf uses landing stage floating wharf structure, above go ashore passage and
Landing stage changes with SEA LEVEL VARIATION, there is provided the job platform gone ashore on passenger.The moor facility of floating wharf typically has anchor chain, support
Lever system, dolphin etc. are several, and most of floating wharf that China is built early stage is tethered at landing stage using anchor chain, and its shortcoming is that berthing is made
During industry, landing stage displacement is larger, subsequently employs strut system, preferable can must solve the problems, such as that displacement is big, but strut system
It is indifferent to adapt to SEA LEVEL VARIATION, it is limited in the inland terminal depot that water-head is larger, its application.Nearest decades, China was using more
Be that dolphin is tethered at, dolphin is tethered at the obvious advantage, change in displacement unobvious during berthing, it is stronger to adapt to fluctuation of water table ability.
In Pearl River Delta, most of floating wharf dolphins use piling bar cluster, and steel-pipe pile resistance horizontal force is strong, and ductility is good.But driven pile is such as
When meeting existing building basis or the shallower fresh rock buried depth in engineering location, it will be unable to squeeze into the depth of design requirement, and bored concrete pile
The defects of having relatively well made up driven pile, bored concrete pile can penetrate existing building basis, squeeze into fresh rock, its adaptability and plastic
Property is stronger, overcomes condition restricted problems such as " can not build, not build ".Bored concrete pile is rigid structure, single pile resist horizontal force compared with
Difference.
The content of the invention
The purpose of this utility model is to provide a kind of multilayer high-rise pile cap formula dolphin structure, and the utility model not only solves
The condition restricted problem in engineering of having determined location, and total investment of engineering is reduced, improve the useful life longevity of harbour.
The technical solution of the utility model is as follows：Multilayer high-rise pile cap formula dolphin structure of the present utility model, includes
Cushion cap, front column, rear column, bollard, berthing member, bored concrete pile, wherein bored concrete pile are pierced in fresh rock, pour pile, cushion cap
It is divided into two layers up and down, the cushion cap of lower floor is supported on the top of bored concrete pile, and front column and rear column are separately positioned on bilevel
Between cushion cap, berthing member is prefabricated to be arranged on bottom cushion cap.
Multilayer high-rise pile cap formula dolphin, it includes pile foundation, cushion cap, column, berthing member, mooring post part.
The utility model uses multilayer high-rise pile cap formula dolphin, and bored concrete pile is squeezed on existing embankment rubble-mound foundation, on
Portion sets two layers of cushion cap, by ship column and berthing member, can meet landing stage being tethered in different water levels, solve bar from technological layer
The problem of part limits, and take full advantage of that armored concrete entity component durability is long and the advantages such as maintenance cost is low.This practicality
The new inland river landing stage floating wharf that is applied to is designed, the reliability of armored concrete entity dolphin compared with other be it is strong by facility, its
Implement that strong, restricted gender is small using bored concrete pile foundation, applicability is very extensive；It uses multilayer suspended deck structure to adapt to SEA LEVEL VARIATION energy
Power is stronger.The utility model not only solves the condition restricted problem in this projects location, and reduces total investment of engineering,
Improve the useful life longevity of harbour.
Brief description of the drawings
The utility model is described in further detail below in conjunction with embodiment and accompanying drawing：
Fig. 1 is that the right side of the utility model multilayer high-rise pile cap formula dolphin structure regards schematic diagram；
Fig. 2 is the front-view schematic diagram of the utility model multilayer high-rise pile cap formula dolphin structure；
Fig. 3 is the schematic top plan view of the utility model multilayer high-rise pile cap formula dolphin structure.
Embodiment
Fig. 1 is the structural representation of the utility model multilayer high-rise pile cap formula dolphin.More floor height stakes of the present utility model
Bearing platform type dolphin structure, include cushion cap 1, front column 2, rear column 3, bollard 4, berthing member 5, bored concrete pile 6, wherein filling
Note stake 6 is pierced in fresh rock, pours pile, cushion cap 1 divides for upper and lower two layers, and the cushion cap 1 of lower floor is supported on the top of bored concrete pile 6, preceding
Column 2 and rear column 3 are separately positioned between bilevel cushion cap 1, and berthing member 5 is prefabricated to be arranged on bottom cushion cap 1.
In the present embodiment, the cross sectional shape of above-mentioned cushion cap 1 is rectangular, and rectangular dimension is 4.2m × 4.2m, and cushion cap 1 is reinforcing bar
Concrete structure, every layer of thickness is 1.0m.Bored concrete pile 6 totally 4.The stake footpath of bored concrete pile 6 is 0.8m, penetrates existing embankment base
Plinth, pierce in fresh rock, pour pile, pilespacing 2.6m, 2.4m, for the reinforced concrete structure being arranged symmetrically, the length of bored concrete pile 6
Spend for 15-20m, as shown in Figure 3.
Above-mentioned berthing member 5 totally 2, it is reinforced concrete member in the present embodiment, it is prefabricated to be arranged on bottom cushion cap 1.
In the present embodiment, above-mentioned front column 2 and rear column 3 are respectively equipped with two, are reinforced concrete member.Front column
2 take into account by ship function.
The cushion cap 1 on above-mentioned upper strata is provided with bollard 4.In the present embodiment, levels cushion cap 1 respectively sets 1 bollard 4,
It is installed in the middle part of the forward position of each layer cushion cap 1, as shown in Fig. 2 the specification of cushion cap 1 is 250kN, purchases installation.
For the utility model in use, 3 steel landing stages are arranged in waters altogether, landing stage planar dimension is 32m × 8m, each wholesale
Ship rear is respectively provided with 2 dolphins, and dolphin planar dimension is 4.2 × 4.2m, and the basis of every dolphin is by 4 φ 800mm
Bored concrete pile forms.Because water-head is larger, the cast-in-place 2 layers of reinforced concrete pile cap in top, cushion cap thickness is 1.0m, between two cushion caps
4 front columns 2 are set, and front column 2 is taken into account to be acted on by ship.To meet that design lowest stage ship stops operation and the wholesale of extreme low water level
Ship system need to set berthing member 5 and bollard 4 by requiring, every dolphin sets two pieces beam type berthing member 5, and
Bollard 4 is installed on each layer cushion cap.
The present embodiment dredging to Engineering Zone first, reach and start multilayer high-rise pile cap again after projected depth and lean on ship
Pier is constructed, and is carried out successively from pile foundation to superstructure;The utility model, which pours cushion cap each pile foundation is linked into composition, leans on ship
Pier, concrete bearing platform formula dolphin have a larger horizontal resist forces, and entity reinforced concrete structure is compared with piling bar cluster good endurance,
Maintenance cost is low, while to meet that demand is leaned on by different water level ship systems, cushion cap is made into sandwich construction, and set and lean on ship column.
The utility model multilayer high-rise pile cap formula dolphin structure has technology and economic value, is suitable for the market demand and industry development
Trend.
Although embodiment of the present utility model is described above in association with accompanying drawing, the utility model does not limit to
In above-mentioned specific embodiments and applications field, above-mentioned specific embodiment is only schematical, directiveness, without
It is restricted.One of ordinary skill in the art is under the enlightenment of this specification and is not departing from the utility model claims
In the case of the scope protected, the form of many kinds can also be made, these belong to the row of the utility model protection.
Claims (7)
1. a kind of multilayer high-rise pile cap formula dolphin structure, it is characterised in that include cushion cap（1）, front column（2）, rear column
（3）, bollard（4）, berthing member（5）, bored concrete pile（6）, wherein bored concrete pile（6）Pierce in fresh rock, pour pile, cushion cap（1）
It is divided into two layers up and down, the cushion cap of lower floor（1）It is supported on bored concrete pile（6）Top, front column（2）And rear column（3）Set respectively
In bilevel cushion cap（1）Between, berthing member（5）It is prefabricated to be arranged on bottom cushion cap（1）On.
2. multilayer high-rise pile cap formula dolphin structure according to claim 1, it is characterised in that above-mentioned bored concrete pile（6）Totally 4
Root, it is arranged symmetrically.
3. multilayer high-rise pile cap formula dolphin structure according to claim 1, it is characterised in that above-mentioned berthing member（5）Altogether
2, be reinforced concrete member, prefabricated to be arranged on bottom cushion cap（1）On.
4. multilayer high-rise pile cap formula dolphin structure according to claim 1, it is characterised in that above-mentioned front column（2）With it is rear
Column（3）Two are respectively equipped with, is reinforced concrete member.
5. the multilayer high-rise pile cap formula dolphin structure according to any one of Claims 1-4, it is characterised in that above-mentioned upper strata
Cushion cap（1）It is provided with bollard（4）.
6. multilayer high-rise pile cap formula dolphin structure according to claim 5, it is characterised in that the cushion cap of above-mentioned lower floor（1）
It is also equipped with bollard（4）.
7. multilayer high-rise pile cap formula dolphin structure according to claim 6, it is characterised in that above-mentioned bored concrete pile（6）Length
For 15-20m, for the reinforced concrete structure being arranged symmetrically.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721153956.0U CN207176632U (en) | 2017-09-11 | 2017-09-11 | A kind of multilayer high-rise pile cap formula dolphin structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721153956.0U CN207176632U (en) | 2017-09-11 | 2017-09-11 | A kind of multilayer high-rise pile cap formula dolphin structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207176632U true CN207176632U (en) | 2018-04-03 |
Family
ID=61743540
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721153956.0U Expired - Fee Related CN207176632U (en) | 2017-09-11 | 2017-09-11 | A kind of multilayer high-rise pile cap formula dolphin structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207176632U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111827239A (en) * | 2020-07-27 | 2020-10-27 | 曹灵涛 | Construction method of assembled berthing pier |
-
2017
- 2017-09-11 CN CN201721153956.0U patent/CN207176632U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111827239A (en) * | 2020-07-27 | 2020-10-27 | 曹灵涛 | Construction method of assembled berthing pier |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20180403 |