CN205134268U - Modular heavy -lift transport pier structure - Google Patents
Modular heavy -lift transport pier structure Download PDFInfo
- Publication number
- CN205134268U CN205134268U CN201520701031.XU CN201520701031U CN205134268U CN 205134268 U CN205134268 U CN 205134268U CN 201520701031 U CN201520701031 U CN 201520701031U CN 205134268 U CN205134268 U CN 205134268U
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- CN
- China
- Prior art keywords
- quay wall
- gravity type
- pile
- goes out
- gravity
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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
Abstract
The utility model provides a modular heavy -lift transport pier structure. Modular heavy -lift transport pier structure includes: piece ground mass bed, gravity type quay wall, support stake, the piece stone arris body, cushion cap formula pier breastwork, wherein piece ground mass bed is on the sea bed of jackstone behind the excavation, gravity type quay wall installs in piece ground mass bed, the support stake is beaten and is located on the sea bed of gravity type quay wall rear, piece stone arris body jackstone in gravity type quay wall rear, to support the stake peripheral, gravity type quay wall with it is used for supporting to support stake formation cushion cap formula pier breastwork structure, the overall structure of formation supplies boats and ships stop, the heavy component usefulness of boats and ships level loading and unloading from top to bottom.
Description
Technical field
The present invention relates to harbour, the large-scale heavy mail of coastal engineering goes out to transport dock structure, particularly relate to a kind of combined type dock structure.
Background technology
Dock structure mainly contains the patterns such as gravity, high stake, sheet pile.Wherein gravity type quay has good endurance, and shock resistance is strong, to ground load strong adaptability, be easy to the advantages such as transformation, and the region good at some geological conditionss is widely used.But load is very large above Gravity harf structure, and during bearing capacity of foundation soil deficiency, when some heavy components go out to transport harbour easily occur leaning forward, differential settlement, even overall collapse problem, need thus Gravity harf structure to be done roomy especially, reinforcement process is carried out to ground, increase difficulty of construction and cost, transform as also to need to tear open greatly when heavy mail goes out to transport harbour to existing gravity type quay and build in large scale, construction inconvenience and long in time limit.If gravity type quay to be changed into high stake (pile foundation support table) formula structure, operation enterprise is gone out to transport the adjacent water front of harbour and causes linking difficulty, if adjacent water front is for vessel berth, the gravity type quay forming land-based area gear soil, gear wave, pile foundation go out to transport transmission place below harbour easily formed wave concentrate, cause bank protection to be washed, bank protection toe affects wharf apron boats and ships and stops, and the adjacent water front joining place in both sides needs to build gravity structure gear soil, gear wave, increases cost and difficulty of construction.Therefore, in prior art: harbour gravity wall body gear soil, gear wave, to stop for boats and ships, posterior support stake and stake are born responsibility platform supporting heavy load, alleviate gravity type quay wall and to experience power, dock structure is avoided to occur sedimentation, unstable phenomenon, constructability when heavy load effect.The technical program is designed in the extra large work base successful implementation of Along The Coast of Shandong Province first by applicant, goes out the extra large work module of fortune 30,000 tons.
Utility model content
Technical problem to be solved by this invention is: provide a kind of combined type dock structure, goes out to transport harbour gravity wall greatly stressed when heavy load effect, the hypodynamic problem of structural stability, foundation bearing in solution prior art; Adopt in newly built construction and can be connected with periphery water front, engineering easily, reduce engineering difficulty, form unobstructed dock operation face; Be transformed into heavy mail for the traditional gravity formula harbour formed to go out to transport harbour, constructability, construction costs is low, and after being completed, result of use is good.
The technical scheme that the utility model provides is, a kind of combined type heavy mail goes out to transport dock structure.Go out to transport combined type dock structure, comprising: block ground mass bed, gravity type quay wall body, supporting pile, bearing platform type wharf shoulder, block stone rib body; Wherein said piece of ground mass bed is on the sea bed of jackstone after excavation, described gravity type quay wall body is installed on block ground mass bed, described supporting pile is piled at gravity type quay wall after one's death on square sea bed, described block of stone rib body jackstone is in gravity type quay wall square supporting pile periphery after one's death, described gravity type quay wall body and described supporting pile are formed for supporting described bearing platform type wharf shoulder structure, and the overall structure of formation is for boats and ships stop, the handling of heavy component upper and lower boats and ships level.
The combined type heavy mail that the utility model provides goes out to transport dock structure, and the bearing platform type breastwork set firmly by the gravity type quay wall body (concrete prefabricated block) on block ground mass bed, supporting pile top, forms a kind of knockdown frame support structure.Gravity type quay wall body blocks wharf apron wave and blocks the block stone rib body at rear; the effect that block stone rib body has build-in to protect for supporting pile; top bearing platform type breastwork can be cut down and lay down the load acting on gravity type quay wall body, and supporting pile directly imports very most upper load into ground.This combining structure can take the weight and carry, good stability, and gear soil, gear wave better function, be convenient to be connected with periphery, construct, transform heavy mail as go out to transport in the technical scheme of harbour at existing gravity type quay, is convenient to enforcement and cost is low, and result of use is good.
Supporting pile as above is just arranged after one's death at gravity type quay wall, is 1 row or arranges more, at regular intervals between longitudinal stake.
The cast-in-place continuous print reinforced concrete pile cap of gravity type quay wall body described above and supporting pile top, forms the bearing platform type breastwork of harbour.
Combined type heavy mail as above goes out to transport harbour, and the cross section of described supporting pile is circular or square, is preformed pile or castinplace pile.
Gravity type quay wall body described above, for the prefabricated block such as square or caisson installs composition.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the cross-sectional drawing that the utility model combined type heavy mail goes out to transport harbour embodiment;
Fig. 2 is the layout plan that the utility model combined type heavy mail goes out to transport harbour embodiment;
Fig. 3 is the arrangement of pile foundation elevation (rear elevation) that the utility model combined type heavy mail goes out to transport harbour embodiment;
Fig. 4 is the gravity wall body elevation (front elevation drawing) that the utility model combined type heavy mail goes out to transport harbour embodiment.
Detailed description of the invention
For making the object of the utility model embodiment, technical scheme and advantage clearly, below in conjunction with the accompanying drawing in the utility model embodiment, technical scheme in the utility model embodiment is clearly and completely described, obviously, described embodiment is the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making other embodiments all obtained under creative work prerequisite, all belong to the scope of the utility model protection.
Fig. 1 is the layout plan that combined type heavy mail goes out to transport harbour embodiment, Fig. 2 is the layout plan that combined type heavy mail goes out to transport harbour embodiment, Fig. 3 is the arrangement of pile foundation elevation that combined type heavy mail goes out to transport harbour embodiment, and Fig. 4 is the gravity type quay wall body elevation that combined type heavy mail goes out to transport harbour embodiment.As Figure 1-Figure 4, the present embodiment combined type heavy mail goes out to transport harbour, comprising: block ground mass bed 1, gravity type quay wall body 2, supporting pile 3, bearing platform type wharf shoulder 4 and block stone rib body 5; Wherein gravity type quay wall body 2 is arranged on block ground mass bed 1 top, and bearing platform type wharf shoulder 5 two ends set firmly with gravity type quay wall body 2, supporting pile 3 respectively, and block stone rib body 5 throwing is around gravity type quay wall after one's death side, supporting pile 3.
Specifically, the present embodiment combined type heavy mail goes out to transport harbour and is provided with the block ground mass bed 1 cast in sea bed, the supporting pile 3 be plugged in sea bed, the gravity type quay wall body 2 that concrete prefabricated block is formed is installed on block ground mass bed 1 top, and be installed with continuous print bearing platform type wharf shoulder 4 on gravity type quay wall body 2 and supporting pile 3 top, thus the frame construction formed.Go out to transport function terminal to effectively realize the present embodiment heavy mail, bearing platform type wharf shoulder 4 should be positioned at load concentration of energy region.Concrete, bearing platform type wharf shoulder 4 in the present embodiment mainly rise transmit and lay down the level that acts on gravity type quay wall body 2 to and vertical load, the heavy load that bearing platform type wharf shoulder 4 transmits is reached ground by a row or multi-row supporting pile 3, alleviate the requirement of gravity type quay wall body 2 pairs of bearing capacity of foundation soil, the cross section of the supporting pile 3 in the present embodiment can be circular or square.
The combined type heavy mail that the utility model provides goes out to transport dock structure, and the bearing platform type breastwork set firmly by the gravity type quay wall body (concrete prefabricated block) on block ground mass bed, supporting pile top, forms a kind of knockdown frame support structure.Gravity type quay wall body blocks wharf apron wave and blocks the block stone rib body at rear; the effect that block stone rib body has build-in to protect for supporting pile; top bearing platform type breastwork can be cut down and lay down the load acting on gravity wall body, and supporting pile directly imports very most upper load into ground.This combining structure can take the weight and carry, good stability, and gear soil, gear wave better function, be convenient to be connected with periphery, construct, newly-built or existing gravity type quay transform as heavy mail go out to transport harbour time, be convenient to enforcement and cost is low, result of use is good.
Last it is noted that above embodiment is only in order to illustrate the technical solution of the utility model, be not intended to limit; Although be described in detail the utility model with reference to previous embodiment, those of ordinary skill in the art is to be understood that: it still can be modified to the technical scheme described in foregoing embodiments, or carries out equivalent replacement to wherein portion of techniques feature; And these amendments or replacement, do not make the essence of appropriate technical solution depart from the spirit and scope of each embodiment technical scheme of the utility model.
Claims (9)
1. combined type heavy mail goes out to transport a dock structure, comprising: block ground mass bed, gravity type quay wall body, supporting pile, block stone rib body, bearing platform type wharf shoulder; Wherein said piece of ground mass bed is on the sea bed of jackstone block after excavation, described gravity type quay wall is as the concrete prefabricated block be installed on block ground mass bed, described supporting pile is piled at gravity type quay wall after one's death on square sea bed, described block of stone rib body jackstone is in gravity type quay wall square supporting pile periphery after one's death, described gravity type quay wall body and described supporting pile are formed for supporting described bearing platform type wharf shoulder structure, and the overall structure of formation is for boats and ships stop, the handling of heavy component upper and lower boats and ships level.
2. combined type heavy mail according to claim 1 goes out to transport dock structure, it is characterized in that, harbour by gravity type quay wall body with support pile foundation and combine and form, above the breastwork on harbour top and pile foundation, cushion cap is integral type structure.
3. combined type heavy mail according to claim 1 goes out to transport dock structure, it is characterized in that, comprises gravity type quay wall body structure, and at sea bed excavation foundation trench to bearing stratum, jackstone forms block ground mass bed, and precast concrete square or caisson are installed in top.
4. combined type heavy mail according to claim 1 goes out to transport dock structure, it is characterized in that, also comprises and adopts pile foundation to be supporting pile.
5. combined type heavy mail according to claim 1 goes out to transport dock structure, it is characterized in that, described supporting pile is just arranged after one's death at gravity type quay wall, is 1 row or arranges more.
6. combined type heavy mail according to claim 1 goes out to transport dock structure, it is characterized in that, also comprises the block stone rib body that gravity type quay wall backfills between side and supporting pile after one's death.
7. combined type heavy mail according to claim 1 goes out to transport dock structure, it is characterized in that, also comprises the cast-in-place continuous print reinforced concrete pile cap of gravity type quay wall body and supporting pile top, forms the bearing platform type breastwork of harbour.
8. combined type heavy mail according to claim 7 goes out to transport dock structure, it is characterized in that, gravity type quay wall body, supporting pile, harbour bearing platform type breastwork form combined type harbour framework, stops, loads and unloads for boats and ships.
9. the combined type heavy mail according to claim 1 or 4 goes out to transport dock structure, it is characterized in that, the cross section of described supporting pile is circular or square, is preformed pile or castinplace pile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520701031.XU CN205134268U (en) | 2015-09-07 | 2015-09-07 | Modular heavy -lift transport pier structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520701031.XU CN205134268U (en) | 2015-09-07 | 2015-09-07 | Modular heavy -lift transport pier structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205134268U true CN205134268U (en) | 2016-04-06 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520701031.XU Expired - Fee Related CN205134268U (en) | 2015-09-07 | 2015-09-07 | Modular heavy -lift transport pier structure |
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| CN (1) | CN205134268U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110453640A (en) * | 2019-08-01 | 2019-11-15 | 中交武汉港湾工程设计研究院有限公司 | A kind of gravity type quay and its construction method based on rigid frame structure |
-
2015
- 2015-09-07 CN CN201520701031.XU patent/CN205134268U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110453640A (en) * | 2019-08-01 | 2019-11-15 | 中交武汉港湾工程设计研究院有限公司 | A kind of gravity type quay and its construction method based on rigid frame structure |
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| 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 |
Granted publication date: 20160406 |
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| CF01 | Termination of patent right due to non-payment of annual fee |