CN204703119U - A kind ofly be provided with single high pile pier structure of going along with sb. to guard him sheet pile - Google Patents
A kind ofly be provided with single high pile pier structure of going along with sb. to guard him sheet pile Download PDFInfo
- Publication number
- CN204703119U CN204703119U CN201520145543.2U CN201520145543U CN204703119U CN 204703119 U CN204703119 U CN 204703119U CN 201520145543 U CN201520145543 U CN 201520145543U CN 204703119 U CN204703119 U CN 204703119U
- Authority
- CN
- China
- Prior art keywords
- guard
- pile
- along
- sheet pile
- harbour
- 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
Links
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The utility model discloses and be a kind ofly provided with single high pile pier structure of going along with sb. to guard him sheet pile, comprise harbour face, be provided with plate, beam below harbour face, harbour is also provided with pile foundation below face, singlely going along with sb. to guard him sheet pile, going along with sb. to guard him sheet pile rear and being provided with foundation ditch after below harbour face along being provided with.High pile pier structure of the present utility model refers to goes along with sb. to guard him sheet pile along what arrange row's water stopping type after long piled wharf, utilizes the sheet pile of going along with sb. to guard him of water stopping type to carry out dash gear soil; Meanwhile, utilize dock structure to bear the strong feature of horizontal force, substitute inner support system, meet and to make full use of after harbour along the underground space and save the requirements such as construction investment.
Description
Technical field
The utility model relates to a kind of dock structure, particularly relates to a kind ofly being provided with single high pile pier structure of going along with sb. to guard him sheet pile.
Background technology
Because traditional port and pier construction does not generally have the requirement of underground space development, harbour rear often adopt backfill etc. comparatively after simple process as place.And in recent years along with the fast development of national economy and tourist industry, improving constantly of living standard, people improve constantly amusement and travel requirement, newly-built cruise port, holiday resort, saloon bar etc. get more and more for the project of business development by the sea, and proposition will make full use of soil and underground space development requirement.
In soft foundation, dock structure often adopts high-pill Structure pattern, due to the requirement of business development, requires to make full use of the extremely precious underground space in harbour rear, namely requires that the basement of building is more better close to edge after harbour.Can be along the underground space at present after exploitation harbour, normal employing sheet pile adds the bracing of foundation pit scheme of inner support system, it is avoid bracing of foundation pit on the impact of dock structure, sheet pile is arranged need away from the certain distance of dock structure, this does not only reach the requirement making full use of the underground space, and causes the shortcomings such as investment is large because foundation ditch arranges separately inner support system.At present, in soft foundation, not yet there is one to meet make full use of after harbour along underground space requirement, the structure of saving construction investment requirement can be reached again.
Utility model content
In view of the shortcoming of above-mentioned prior art, the purpose of this utility model is to provide a kind of novel high pile pier structure, cannot utilize after harbour along problems such as the underground spaces for solving in prior art.
For achieving the above object and other relevant objects, the utility model provides a kind of and is provided with single high pile pier structure of going along with sb. to guard him sheet pile, comprise harbour face, plate, beam is provided with below harbour face, harbour is also provided with pile foundation below face, singlely going along with sb. to guard him sheet pile along being provided with after below harbour face, going along with sb. to guard him sheet pile rear and being provided with foundation ditch.
Going along with sb. to guard him sheet pile is that construction for carrying out building under ground portion is excavated by underground and a kind of dash soil-baffling structure arranged.This structure general and foundation ditch inner support, Guan Liang, waist rail etc. form the retaining design of foundation ditch jointly.Be provided with single high pile pier structure of going along with sb. to guard him sheet pile to refer to go along with sb. to guard him a sheet pile along what arrange row's water stopping type after long piled wharf, utilize the sheet pile of going along with sb. to guard him of water stopping type to carry out dash gear soil; Meanwhile, utilize dock structure to bear the strong feature of horizontal force, substitute inner support system, meet and to make full use of after harbour along the underground space and save the requirements such as construction investment.
As preferably, pile foundation comprises taper pile and straight stake, because straight stake and taper pile are provided with many, for support code women's head-ornaments vertical load and horizontal direction Water And Earth Pressures, and load is passed to ground by pile foundation.
As preferably, harbour is also provided with berthing member below face.
As preferably, the correspondence longeron of going along with sb. to guard him above sheet pile covers goes along with sb. to guard him above sheet pile.
As preferably, adopt beam and slab type harbour, clearly stressed, framed bent spacing can strengthen, to give full play to the supporting capacity of stake.
As mentioned above, the utility model goes along with sb. to guard him sheet pile along what arrange row's water stopping type after long piled wharf, utilizes the sheet pile of going along with sb. to guard him of water stopping type to carry out dash gear soil; Meanwhile, utilize dock structure to bear the strong feature of horizontal force, substitute inner support system, meet and to make full use of after harbour along the underground space and save the requirements such as construction investment.This utility model goes along with sb. to guard him sheet pile along what arrange row's water stopping type after long piled wharf, and have the function of harbour and bracing of foundation pit concurrently, structural safety is reliable, economical, has a extensive future.
Accompanying drawing explanation
Fig. 1 is that the utility model embodiment is provided with the single cross-sectional schematic going along with sb. to guard him the high pile pier structure of sheet pile.
Piece mark explanation
1-harbour face,
2-crossbeam,
3,3 '-longeron,
4-taper pile,
5, the straight stake of 6-,
7-berthing member,
8-goes along with sb. to guard him sheet pile,
9-foundation ditch.
Detailed description of the invention
By particular specific embodiment, embodiment of the present utility model is described below, person skilled in the art scholar the content disclosed by this manual can understand other advantages of the present utility model and effect easily.
Notice, structure, ratio, size etc. that this manual institute accompanying drawings illustrates, content all only in order to coordinate manual to disclose, understand for person skilled in the art scholar and read, and be not used to limit the enforceable qualifications of the utility model, therefore the not technical essential meaning of tool, the adjustment of the modification of any structure, the change of proportionate relationship or size, do not affecting under effect that the utility model can produce and the object that can reach, still all should drop on technology contents that the utility model discloses and obtain in the scope that can contain.Simultaneously, quote in this manual as " on ", D score, "left", "right", " centre " and " one " etc. term, also only for ease of understanding of describing, and be not used to limit the enforceable scope of the utility model, the change of its relativeness or adjustment, under changing technology contents without essence, when being also considered as the enforceable category of the utility model.
In order to can the utility model be described in detail, first, be next a kind ofly provided with single high pile pier structure of going along with sb. to guard him sheet pile to of the present utility model and illustrate:
Known shown in 1 with reference to the accompanying drawings, high pile pier structure comprises harbour face 1, is provided with Ban Heliang below harbour face 1, and its central sill comprises crossbeam 2 and longeron 3, and crossbeam 2 and longeron 3 are arranged in latticed.By pile foundation support code women's head-ornaments 1 and crossbeam 2, longeron 3 below harbour face 1.Pile foundation comprises taper pile 4 and straight stake 5,6, and straight stake comprises front-seat straight stake 5 and the straight stake 6 of rear row, and front-seat straight stake 5 is arranged in the forward position below harbour face 1, and the longeron above corresponding front-seat straight stake 5 is provided with berthing member 7.The straight stake 6 of rear row is arranged in the front of going along with sb. to guard him sheet pile 8, and taper pile 4 incline direction is alternately distributed between the straight stake in front row 5 and the straight stake 6 of rear row.The rear of the straight stake 6 of rear row is provided with goes along with sb. to guard him sheet pile 8, and the longeron 3 ' of going along with sb. to guard him above sheet pile 8 plays the beam action of bracing of foundation pit hat simultaneously.Be provided with foundation ditch 9 at the rear of going along with sb. to guard him sheet pile 8, be convenient to the utilization of the underground space on edge after harbour.
The designing points of the dock structure that the present embodiment relates to and construction process as follows:
According to the requirement of foundation ditch 9, adopt the current specifications of bracing of foundation pit to carry out the calculating such as Stability Analysis of Structures, intensity, determine the insertion depth of sheet pile, specification etc.
In conjunction with the requirement of going along with sb. to guard him sheet pile 8, the current specifications according to long piled wharf carries out the calculating such as Stability Analysis of Structures, intensity, determines harbour framed bent spacing, pile-type, in length and breadth beam, panel etc.
Construction harbour substructure, taper pile 4, straight stake 5,6, coaming plate 8.
Construction harbour superstructure, berthing member 7, harbour face 1, crossbeam 2, longeron 3.
Foundation ditch 9 excavation construction.
Agent structure under construction ground in foundation ditch 9
Above-described embodiment is illustrative principle of the present utility model and effect thereof only, but not for limiting the utility model.Any person skilled in the art scholar all without prejudice under spirit of the present utility model and category, can modify above-described embodiment or changes.Therefore, such as have in art and usually know that the knowledgeable modifies or changes not departing from all equivalences completed under the spirit and technological thought that the utility model discloses, must be contained by claim of the present utility model.
Claims (4)
1. be provided with a single high pile pier structure of going along with sb. to guard him sheet pile, comprise harbour face, be provided with plate, beam below harbour face, harbour is also provided with pile foundation below face, it is characterized in that, singlely going along with sb. to guard him sheet pile, going along with sb. to guard him sheet pile rear and being provided with foundation ditch after below harbour face along being provided with.
2. high pile pier structure according to claim 1, is characterized in that, described pile foundation comprises taper pile and straight stake.
3. high pile pier structure according to claim 1, is characterized in that, harbour is also provided with berthing member below face.
4. high pile pier structure according to claim 1, is characterized in that, the correspondence longeron of going along with sb. to guard him above sheet pile covers goes along with sb. to guard him above sheet pile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520145543.2U CN204703119U (en) | 2015-03-13 | 2015-03-13 | A kind ofly be provided with single high pile pier structure of going along with sb. to guard him sheet pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520145543.2U CN204703119U (en) | 2015-03-13 | 2015-03-13 | A kind ofly be provided with single high pile pier structure of going along with sb. to guard him sheet pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204703119U true CN204703119U (en) | 2015-10-14 |
Family
ID=54282745
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520145543.2U Expired - Fee Related CN204703119U (en) | 2015-03-13 | 2015-03-13 | A kind ofly be provided with single high pile pier structure of going along with sb. to guard him sheet pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204703119U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105862663A (en) * | 2016-06-02 | 2016-08-17 | 江苏省水利勘测设计研究院有限公司 | Bulkhead wall type supporting and blocking structure with oblique piles and relieving slabs combined |
| CN107958624A (en) * | 2018-01-20 | 2018-04-24 | 山东科技大学 | By oblique orthogonal for the ocean harbour construction teaching mode based on a clump of piles |
| CN108335618A (en) * | 2018-04-26 | 2018-07-27 | 山东科技大学 | Pile Foundation of Wharf teaching mode containing taper pile |
| CN112627109A (en) * | 2020-12-15 | 2021-04-09 | 浙江海洋大学 | Liftable truss type wharf |
| CN113047215A (en) * | 2021-03-25 | 2021-06-29 | 中交第三航务工程勘察设计院有限公司 | Middle plate pile high pile wharf structure |
-
2015
- 2015-03-13 CN CN201520145543.2U patent/CN204703119U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105862663A (en) * | 2016-06-02 | 2016-08-17 | 江苏省水利勘测设计研究院有限公司 | Bulkhead wall type supporting and blocking structure with oblique piles and relieving slabs combined |
| CN107958624A (en) * | 2018-01-20 | 2018-04-24 | 山东科技大学 | By oblique orthogonal for the ocean harbour construction teaching mode based on a clump of piles |
| CN108335618A (en) * | 2018-04-26 | 2018-07-27 | 山东科技大学 | Pile Foundation of Wharf teaching mode containing taper pile |
| CN112627109A (en) * | 2020-12-15 | 2021-04-09 | 浙江海洋大学 | Liftable truss type wharf |
| CN112627109B (en) * | 2020-12-15 | 2022-02-22 | 浙江海洋大学 | Liftable truss type wharf |
| CN113047215A (en) * | 2021-03-25 | 2021-06-29 | 中交第三航务工程勘察设计院有限公司 | Middle plate pile high pile wharf structure |
| CN113047215B (en) * | 2021-03-25 | 2023-09-19 | 中交第三航务工程勘察设计院有限公司 | High stake pier structure of medium plate stake |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204703119U (en) | A kind ofly be provided with single high pile pier structure of going along with sb. to guard him sheet pile | |
| Martín-Antón et al. | Review of coastal land reclamation situation in the world | |
| CN202989937U (en) | Grille-type double-row pile supporting structure | |
| CN207469322U (en) | A kind of depth hole underground structure hole bottom float Structure | |
| Galili et al. | The evolution of Akko harbor and its Mediterranean maritime trade links | |
| CN204780938U (en) | Novel recoverable anchor formula double row pile supporting construction that draws | |
| CN202626971U (en) | Steel pipe sheet pile combination structure | |
| CN204530613U (en) | A kind of high pile pier structure being provided with double-walled enclosure wall | |
| CN106192882B (en) | Two-way cross transmission combination form system | |
| CN205501850U (en) | Culvert structure with retaining wall combination | |
| CN203475391U (en) | Concave-convex interlocking surface protection building block | |
| CN113047215A (en) | Middle plate pile high pile wharf structure | |
| CN204530612U (en) | A kind of caisson wharf structure of bracing of foundation pit type | |
| CN204608793U (en) | Platform is shut down in a kind of transhipment for deep-foundation pit excavation | |
| CN205188976U (en) | Drag -line double row pile supporting construction | |
| CN204401557U (en) | The vertical bank protection structure of a kind of Novel direct | |
| CN203795369U (en) | Hollow tetrahedron block and sloping dike constructed from same | |
| CN110004873A (en) | Water conservancy diversion breakwater based on piling strtucture | |
| CN106854864A (en) | Port engineering platoon formula prestressed reinforced concrete Big Pipe Pile new construction | |
| CN110205982A (en) | Improve the channel design and its construction method of existing river levee flood control standard | |
| CN204510181U (en) | A kind of phytal zone drilling platform | |
| CN103015447A (en) | Piled raft foundation structure provided with column pier type pile cap structures | |
| CN205421307U (en) | Novel low stake bearing platform structure of empty formula type of falling pi is passed through in inland river | |
| CN103205977B (en) | The preparation method of the compound antiskid structure of composition board type | |
| CN203256675U (en) | Wall pile framework structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20151014 Termination date: 20190313 |