CN205152883U - Assembly frame -type pier structure - Google Patents
Assembly frame -type pier structure Download PDFInfo
- Publication number
- CN205152883U CN205152883U CN201520712614.2U CN201520712614U CN205152883U CN 205152883 U CN205152883 U CN 205152883U CN 201520712614 U CN201520712614 U CN 201520712614U CN 205152883 U CN205152883 U CN 205152883U
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- CN
- China
- Prior art keywords
- riser
- crossbeam
- longeron
- pier
- mooring
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- 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.)
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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Abstract
The utility model relates to a marine structure technical field refers in particular to an assembly frame -type pier structure, including mooring arrangement, pier surface course, pier wall body, pier wall body top is located to pier surface course, off -load board, and pier surface course top is located to the mooring arrangement, and the pier wall body keeps off a component by a plurality of frame to be constituteed, and the frame keeps off a component to comprise longeron, stand, crossbeam, bottom plate and riser, and the frame props up on the fender component packing has out a hillstone, the stand is vertical locate the bottom plate on, the longeron is located between adjacent two vertical stands, the crossbeam is located between adjacent two horizontal stands. The utility model discloses an improving a forming framework fender member to counterfort member structure, keeping its riser, bottom formation level and vertical stress surface, the cancellation floor reduces the piecemeal yardstick, and the corresponding concrete quantity that reduces the stick total weight, sets up the frame stand and in order to strengthen riser rigidity and to transmit vertical load to bottom plate, sets up longeron and crossbeam between the stand, increase member the stiffness.
Description
Technical field
The utility model relates to hydraulic structure technical field, refers in particular to a kind of assembling frame posture dock structure.
Background technology
Over nearly 30 years, the structural shape of marine structure has had and has developed on a large scale very much, changes long stake gradually into greatly across, hollow light-duty and prefabricate and install structure by stub is little across, entity heavy type.Gravity type quay have durable, supporting capacity firm in structure large, the features such as strong are adapted to, so be most widely used to loading and unloading capacity change.The most common with concrete block quay wall, caisson wharf, buttressed quay wall in gravity harbour.
Selection pacing factor for wharf structure is mainly geological conditions and construction ability, at home, relatively good for geological conditions, be suitable for the object of construction production adopting Gravity harf structure, prefabricated, erectility all can meet the demands, and that is construction ability is not the deciding factor of gravity harbour at home.Abroad, particularly West Africa, South America, Caribbean area, comparatively far away apart from domestic, ship machine equipment is dispatched costly, local prefabricated condition is poor, drainage facility under the newly-built special precast place of normal need and component, in this case, although the very suitable gravity type quay of geological conditions, also can have to because its ancillary method expense increase of constructing causes total cost too high select replacement scheme, such as rock-socketed pile scheme, and there is difficulty of construction greatly in this scheme, shortcoming that risk is high equally.
So just need to design a kind of novel wharf structure, the advantage that bearing capacity of foundation soil is high can be made full use of, dispatching of large-scale floating crane can be avoided again, corresponding reduction overall cost, meet the oversea port engineering construction demand day by day increased.
Utility model content
For above problem, the utility model provides a kind of assembling frame posture dock structure, under the prerequisite need not dispatching large-scale floating crane, solves the installation question of wharf member, can ensure globality, the durability of structure simultaneously.
To achieve these goals, the technical solution adopted in the utility model is as follows:
A kind of assembling frame posture dock structure, comprise Mooring Arrangement, Wharf Surface, harbour body of wall, Wharf Surface is located at harbour body of wall top, Mooring Arrangement is located at Wharf Surface top, and harbour body of wall props up gear component by several frameworks and forms, and framework props up gear component and is made up of longeron, column, crossbeam, base plate and riser, framework props up on gear component and is filled with the stone that cuts into a mountain, column is vertically located on base plate, and longeron is located between adjacent vertical two root posts, and crossbeam is located between adjacent transverse two root post.
Furthermore, described Wharf Surface comprise cast-in-situ steel reinforced concrete layer and relieving slab two-layer, be filled with the stone that cuts into a mountain between cast-in-situ steel reinforced concrete layer and relieving slab, relieving slab is located at harbour body of wall top.
Furthermore, described Mooring Arrangement is located at Wharf Surface edge placement, Mooring Arrangement comprises mooring dolphin, mooring dolphin basis, breastwork and rubber fender, mooring dolphin is located on mooring dolphin basis, mooring dolphin basis is cast on breastwork, rubber fender is located on breastwork, together with breastwork is cast in relieving slab.
Furthermore, be provided with riprap foundation bottom described harbour body of wall, riprap foundation thickness adopts 1.5m.
Furthermore, described base plate and riser intersection are provided with toe board.
Furthermore, described longeron, column, crossbeam and base plate thickness all adopt 0.5m, and riser thickness adopts 0.3m.
The utility model beneficial effect:
The utility model employing is carried out improvement formation framework to buttress members structure and is propped up gear component, retain its riser, base plate forms level and vertical applied force face, cancel floor and reduce piecemeal yardstick, corresponding reduction concrete amount reduces single-piece gross weight, set up upright of frame to strengthen riser rigidity and to transmit vertical load to base plate, set up longitudinal and cross beam between column, increase member integrated rigidity.
1, the consumption that this structure compares counterfort, caisset decreases steel bar concrete, reaches the object of saving, environmental protection, reduction cost;
2, reduce the weight of single component, avoid dispatching and cost of use of large-scale floating crane;
3, adopt cast-in-situ reinforced concrete monolithic breastwork and relieving slab structure, ensure that the globality of structure, durability, correspondingly reduce foundation stress, enhance the compliance of structure;
4, this structure construction is convenient, structure reliable, is supplementing existing Gravity harf structure pattern, is adapted to the situation of overseas regional construction ability difference especially, has very high feasibility, economy.
Accompanying drawing explanation
Fig. 1 is the utility model overall structure figure;
Fig. 2 is the utility model profile.
1, Wharf Surface; 2, cut into a mountain stone; 3, longeron; 4, column; 5, crossbeam; 6, base plate; 7, riser; 8, toe board; 9, relieving slab; 10, mooring dolphin; 11, mooring dolphin basis; 12, breastwork; 13, rubber fender; 14, riprap foundation.
Detailed description of the invention
Below in conjunction with accompanying drawing and embodiment, the technical solution of the utility model is described.
As shown in Figure 1, a kind of assembling frame posture dock structure described in the utility model, comprise Mooring Arrangement, Wharf Surface 1, harbour body of wall, Wharf Surface 1 is located at harbour body of wall top, Mooring Arrangement is located at Wharf Surface 1 top, harbour body of wall props up gear component by several frameworks and forms, framework props up gear component and is made up of with riser 7 longeron 3, column 4, crossbeam 5, base plate 6, framework props up on gear component and is filled with the stone 2 that cuts into a mountain, column 4 is vertically located on base plate 6, longeron 3 is located between adjacent vertical two root posts 4, and crossbeam 5 is located between adjacent transverse two root post 4.
The above forms the utility model basic structure.
The utility model employing is carried out improvement formation framework to buttress members structure and is propped up gear component, retain its riser 7, base plate 6 formation level and vertical applied force face, cancel floor and reduce piecemeal yardstick, corresponding reduction concrete amount reduces single-piece gross weight, set up upright of frame 4 to strengthen riser 7 rigidity and to transmit vertical load to base plate 6, set up longeron 3 and crossbeam 5 between column 4, increase member integrated rigidity.The consumption that the utility model compares counterfort, caisset decreases steel bar concrete, effectively reaches the object of saving, environmental protection, reduction cost.
The utility model constructure scheme: existing terminal enclosure near field build framework prop up gear element precast place be convenient to component under water install, after foundation trench excavation, riprap foundation 14 have been constructed, utilization side refutes the simple and easy crane barge adding loop wheel machine composition and installs, fix in time and jackstone after installing, carry out superstructure, ancillary facility construction again, the simple and easy crane barge adding loop wheel machine composition is refuted by the equipment side of being mainly dropped into, and avoids dispatching of large-scale floating crane.
The utility model adopts harbour end face absolute altitude 3m, high-the 11m of bedding top mark, framework props up gear component crest level-0.8m, single framing component yardstick is 8.4*4.0*10.2m, single weight is about 130t, framework props up gear component longeron 3, column 4, crossbeam 5 and base plate 6 thickness all adopt 0.5m, riser 7 thickness adopts 0.3m, member base adopts riprap foundation 14 thickness of 10-100kg to adopt 1.5m, Components installation carries out wall after completing and fixing after, jackstone construction is to column 4 end face, every 3 gear component one group of top cast-in-situ reinforced concrete monolithic breastwork and relieving slab 9 structure form an overall stress unit, after breastwork, road structure is set, wharf apron arranges TD-A2000H drum-type rubber fender 13 and 2000KN mooring dolphin 10.Adopt such vibrational power flow, effectively reduce the weight of single component, avoid dispatching and cost of use of large-scale floating crane.
More specifically, described Wharf Surface 1 comprises cast-in-situ steel reinforced concrete layer and relieving slab 9 is two-layer, and be filled with the stone 2 that cuts into a mountain between cast-in-situ steel reinforced concrete layer and relieving slab 9, relieving slab 9 is located at Pile Foundation of Wharf top.Adopt such vibrational power flow, ensure that the globality of structure, durability, correspondingly reduce foundation stress, enhance the compliance of structure.
More specifically, described Mooring Arrangement is located at Wharf Surface edge placement, Mooring Arrangement comprises mooring dolphin 10, mooring dolphin basis 11, breastwork 12 and rubber fender 13, mooring dolphin 10 is located on mooring dolphin basis 11, mooring dolphin basis 11 and rubber fender 13 are all located on breastwork 12, together with the utility model employing breastwork 12 is cast in relieving slab 9.
More specifically, described base plate 6 is provided with toe board 8 with riser 7 intersection.The Main Function of toe board 8 is for expanded substrate area, reduces foundation stress, strengthens stability.
Be more than the utility model preferably embodiment, the utility model those skilled in the art can also change above-mentioned embodiment and revise.Therefore, the utility model is not limited to above-mentioned detailed description of the invention, and any apparent improvement that every those skilled in the art do on basis of the present utility model, replacement or modification all belong to protection domain of the present utility model.
Claims (6)
1. an assembling frame posture dock structure, comprise Mooring Arrangement, Wharf Surface (1), harbour body of wall, it is characterized in that: described Wharf Surface (1) is located at harbour body of wall top, described Mooring Arrangement is located at Wharf Surface (1) top, described harbour body of wall props up gear component by several frameworks and forms, described framework props up gear component by longeron (3), column (4), crossbeam (5), base plate (6) and riser (7) form, described framework props up on gear component and is filled with the stone that cuts into a mountain (2), described column (4) is vertically located on base plate (6), described longeron (3) is located between adjacent vertical two root posts (4), described crossbeam (5) is located between adjacent transverse two root post (4).
2. a kind of assembling frame posture dock structure according to claim 1, it is characterized in that: described Wharf Surface (1) comprises cast-in-situ steel reinforced concrete layer and relieving slab (9) is two-layer, be filled with the stone that cuts into a mountain (2) between described cast-in-situ steel reinforced concrete layer and relieving slab (9), described relieving slab (9) is located at harbour body of wall top.
3. a kind of assembling frame posture dock structure according to claim 1, it is characterized in that: described Mooring Arrangement is located at Wharf Surface edge placement, described Mooring Arrangement comprises mooring dolphin (10), mooring dolphin basis (11), breastwork (12) and rubber fender (13), and described mooring dolphin basis (11) and rubber fender (13) are all located on breastwork (12).
4. a kind of assembling frame posture dock structure according to claim 1, is characterized in that: be provided with riprap foundation (14) bottom described harbour body of wall, and described riprap foundation (14) thickness adopts 1.5m.
5. a kind of assembling frame posture dock structure according to claim 1, is characterized in that: described base plate (6) and riser (7) intersection are provided with toe board (8).
6. a kind of assembling frame posture dock structure according to claim 1, it is characterized in that: described longeron (3), column (4), crossbeam (5) and base plate (6) thickness all adopt 0.5m, described riser (7) thickness adopts 0.3m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520712614.2U CN205152883U (en) | 2015-09-15 | 2015-09-15 | Assembly frame -type pier structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520712614.2U CN205152883U (en) | 2015-09-15 | 2015-09-15 | Assembly frame -type pier structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205152883U true CN205152883U (en) | 2016-04-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520712614.2U Expired - Fee Related CN205152883U (en) | 2015-09-15 | 2015-09-15 | Assembly frame -type pier structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN205152883U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106400735A (en) * | 2016-09-14 | 2017-02-15 | 中交第航务工程局有限公司 | Framework-method mounting technology for two-drum-and-one-plate type fender breast wall embedded parts |
| CN107326859A (en) * | 2017-07-18 | 2017-11-07 | 中交第三航务工程勘察设计院有限公司 | Arch form counterfort vertivcal quay structure |
| CN108978592A (en) * | 2018-09-17 | 2018-12-11 | 长江勘测规划设计研究有限责任公司 | A kind of combined type bollard for ship lift ship compartment |
| CN110080163A (en) * | 2019-05-20 | 2019-08-02 | 广西交通设计集团有限公司 | A kind of weight discharging type buttress structure |
| CN111676893A (en) * | 2020-06-10 | 2020-09-18 | 中交第三航务工程勘察设计院有限公司 | Temporary wharf structure and construction method thereof |
-
2015
- 2015-09-15 CN CN201520712614.2U patent/CN205152883U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106400735A (en) * | 2016-09-14 | 2017-02-15 | 中交第航务工程局有限公司 | Framework-method mounting technology for two-drum-and-one-plate type fender breast wall embedded parts |
| CN107326859A (en) * | 2017-07-18 | 2017-11-07 | 中交第三航务工程勘察设计院有限公司 | Arch form counterfort vertivcal quay structure |
| CN108978592A (en) * | 2018-09-17 | 2018-12-11 | 长江勘测规划设计研究有限责任公司 | A kind of combined type bollard for ship lift ship compartment |
| CN110080163A (en) * | 2019-05-20 | 2019-08-02 | 广西交通设计集团有限公司 | A kind of weight discharging type buttress structure |
| CN111676893A (en) * | 2020-06-10 | 2020-09-18 | 中交第三航务工程勘察设计院有限公司 | Temporary wharf structure and construction method thereof |
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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: 20160413 |