CN213267738U - Multilayer mooring cable high pile pier platform structure - Google Patents
Multilayer mooring cable high pile pier platform structure Download PDFInfo
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- CN213267738U CN213267738U CN202021673931.5U CN202021673931U CN213267738U CN 213267738 U CN213267738 U CN 213267738U CN 202021673931 U CN202021673931 U CN 202021673931U CN 213267738 U CN213267738 U CN 213267738U
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Abstract
The utility model discloses a high pile pier structure of multilayer mooring line, high pile pier structure of multilayer mooring line utilizes the steel-pipe pile as the support system, from last pier and a plurality of layers of mooring line platform set gradually extremely down on the steel-pipe pile, outwards encorbelment respectively on pier and the most advanced mooring line platform and set up first walking platform and second platform and connect again and set up first cat ladder, avoid trompil on the pier, the security of pier structure and the travelling comfort of pier surface operation have been improved, set up the mooring line post respectively on each layer of pier platform with the below simultaneously and regard as multilayer mooring line operation platform, the cooperation leans on the ship component to have satisfied the requirement of mooring by of various big or small ship types and different water levels.
Description
Technical Field
The utility model relates to a harbour hydraulic engineering technical field. More specifically, the utility model relates to a high pier platform structure of multilayer mooring line.
Background
The water head of the middle and upper reaches of the Yangtze river is large, multiple layers of mooring ropes need to be arranged for ships to adapt to mooring at different water levels, the mooring rope pier is widely used as a common mooring structure, and the arrangement of the multi-layer mooring rope pier structure in the middle and upper reaches of the Yangtze river with the large water head is particularly important. The mooring capacity of present multilayer mooring line pier structure to different water levels is limited, and sets up the horizontal area that non-vertical type structure occupy big, the design cost is high in order to improve the mooring capacity to different water levels, and vertical type structure need the trompil for making things convenient for personnel to pass from top to bottom on the pier, influences the stability of pier structure and the current security of personnel.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a high pier platform structure of multilayer mooring line to solve the not enough technical problem of vertical type multilayer mooring line high pier platform structure security among the prior art.
To achieve these objects and other advantages in accordance with the purpose of the invention, there is provided a multi-layer mooring high pier construction, comprising:
the steel pipe piles are vertically and uniformly arranged in the port at intervals, the lower ends of all the steel pipe piles are fixed in the stratum under the water area, and the upper ends of the steel pipe piles are positioned above the water surface;
the pier is fixedly arranged at the top ends of all the steel pipe piles, and a first walking platform is arranged on one side of the pier in an outward overhanging mode;
the device comprises a plurality of layers of mooring cable platforms, a first walking platform, a second walking platform, a first ladder stand and a second ladder stand, wherein the mooring cable platforms are fixedly arranged at the upper ends of all steel pipe piles at intervals;
mooring columns, which are arranged in a group on the abutment and each layer of the cable platform;
the upper end of the ship leaning component is fixed at the bottom of the abutment and is positioned at one side of the abutment close to the water area.
Preferably, the ship leaning member comprises two vertically arranged ship leaning beams, the upper ends of the ship leaning beams are fixed at the bottoms of the piers, and a plurality of vertical rubber protective strings are arranged and fixed on the outer surface of one side, close to a water area, of the ship leaning beams in the vertical direction.
Preferably, a plurality of horizontal cross braces which are equal to the mooring platform in number and are consistent in height with the mooring platform in the corresponding layer are respectively arranged between all two adjacent steel pipe piles, between two ship-leaning beams and between each ship-leaning beam and one adjacent steel pipe pile, and each layer of mooring platform is supported between all the horizontal cross braces which are consistent in height.
Preferably, the outer surface of one side of each horizontal cross brace, which is close to the water area, is fixedly provided with a transverse rubber fender string, and one side of the abutment, which is close to the beam of the ship, is also provided with a transverse rubber fender string.
Preferably, guardrails are arranged on the pier, the first walking platform, the second walking platform, the mooring cable platforms on all the layers and on two sides of the first ladder stand and the second ladder stand.
Preferably, all the mooring cable platforms which are not positioned at the lowest layer are provided with stair openings, the upper end of each second stair is fixedly connected with the stair opening of the mooring cable platform at the upper layer, and the lower end of each second stair is fixedly connected with the upper surface of the mooring cable platform at the lower layer.
The utility model discloses at least, include following beneficial effect: the utility model discloses a high pile pier structure of multilayer mooring line utilizes the steel-pipe pile as the support system, from last pier and a plurality of layers of mooring line platform of setting gradually extremely down on the steel-pipe pile, outwards encorbelment respectively on pier and the mooring line platform of superiors and set up first walking platform and second platform and connect again and set up first cat ladder, avoid trompil on the pier, the security of pier structure and the travelling comfort of pier surface operation have been improved, set up the mooring line post respectively on each layer of mooring line platform of pier and below simultaneously and regard as multilayer mooring line operation platform, the cooperation leans on the ship component to have satisfied the requirement of mooring by of various big and small ship types and different water levels.
Additional advantages, objects, and features of the invention will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the invention.
Drawings
FIG. 1 is a front view structural diagram of the present invention;
FIG. 2 is a right view structural diagram of the present invention;
fig. 3 is a top view structural diagram of the present invention.
The specification reference numbers indicate: 1. the steel pipe pile comprises a steel pipe pile body, 2, an abutment, 3, a first walking platform, 4, a mooring platform, 5, a second walking platform, 6, a first ladder stand, 7, a second ladder stand, 8, a mooring post, 9, a ship leaning component, 10, a ship leaning beam, 11, a vertical rubber string protector, 12, a horizontal cross brace, 13, a horizontal rubber string protector, 14, a guardrail, 15 and a stair opening.
Detailed Description
The present invention is further described in detail below with reference to the drawings so that those skilled in the art can implement the invention with reference to the description.
In the description of the present invention, the terms "lateral", "longitudinal", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
As shown in fig. 1, fig. 2 and fig. 3, the multi-layer mooring high pier structure of the present invention includes:
the steel pipe piles 1 are vertically and evenly arranged in the port at intervals, the lower ends of all the steel pipe piles 1 are fixed in a stratum under a water area, and the upper ends of the steel pipe piles are positioned above the water surface;
the pier 2 is fixedly arranged at the top ends of all the steel pipe piles 1, and a first walking platform 3 is arranged on one side of the pier 2 in an outward overhanging mode;
the steel pipe pile comprises a plurality of layers of mooring cable platforms 4 which are fixedly arranged at the upper ends of all steel pipe piles 1 at intervals, the mooring cable platform 4 on the uppermost layer is positioned at one side which is the same as that of a first walking platform 3 and is provided with a second walking platform 5 in an outward overhanging manner, a first ladder stand 6 is connected between the second walking platform 5 and the first walking platform 3, and a second ladder stand 7 is respectively connected between every two adjacent layers of mooring cable platforms 4;
and the upper end of the ship leaning component 9 is fixed at the bottom of the abutment 2 and is positioned on one side of the abutment 2 close to the water area.
The utility model relates to a multilayer mooring high pile pier structure, which is a mooring working platform for port-to-ship, firstly, the lower ends of all steel pipe piles are poured and fixed in the ground layer under the water area of the designed position as pile foundation support, the top surfaces of all steel pipe piles are provided with piers, one side of each pier is provided with a first walking platform by a rib plate which is arranged by cast-in-place and outward overhanging, a plurality of layers of mooring platforms are arranged under the piers at intervals, one layer of mooring platform can be arranged at intervals of 4m to form three layers of mooring platforms, the mooring platforms can be composed of section steel and steel grating plates, the section steel is used for being welded and fixed with each steel pipe pile as a support frame, the upper surface of the steel grating plates is formed with the mooring platforms which are used for personnel to walk and install mooring equipment such as mooring columns, the mooring platforms of each layer are connected by arranging a second ladder stand, wherein the uppermost layer of mooring platform also outwards picks out a part through the rib plate to form a second walking platform, the second walking platform and the first walking platform are positioned at the same side and are connected by arranging the first ladder stand, the first ladder stand and the second ladder stand can be made of profile steel, an upper channel and a lower channel are provided for workers, holes are prevented from being formed in the uppermost abutment to serve as a stair opening, the safety of the abutment structure and the comfort of the surface operation of the abutment are improved, the abutment can also serve as a layer of mooring platform at the uppermost part, and the port mainly comprises a land area and a water area according to plane arrangement, the bottom of one side of the pier close to the water area is provided with a ship leaning component, which is convenient for the ship to stop fast to bear the impact force and the extrusion leaning force when the ship is close to the mooring platform, a group of mooring columns are arranged and arranged on each layer of mooring line platform and the pier along one side close to a water area respectively and are used for mooring lines of a ship, the pier and each layer of mooring line platform below form a multi-layer mooring line mooring platform together, and the mooring requirements of various ship types and different water levels are met.
In another technical solution, as shown in fig. 1, 2, and 3, the mooring member 9 includes two vertically arranged mooring girders 10, the upper ends of the mooring girders 10 are fixed to the bottom of the pier 2, and a plurality of vertical rubber fenders 11 are vertically arranged and fixed on the outer surface of the side of the mooring girders 10 close to the water area.
The ship leaning beam is arranged at the bottom of the pier, so that the installation of the vertical rubber fender strings is convenient, and the two groups of vertically arranged vertical rubber fender strings jointly absorb the collision energy between the ship and the multi-layer mooring line pier structure or between the ship and the multi-layer mooring line pier structure during the shore leaning or mooring, so that the ship and the multi-layer mooring line pier structure are protected from being damaged.
In another technical scheme, as shown in fig. 1 and 2, a plurality of horizontal cross braces 12 are respectively arranged between all two adjacent steel pipe piles 1, between two ship-leaning beams 10, and between each ship-leaning beam 10 and one adjacent steel pipe pile 1, the number of the horizontal cross braces is equal to the number of layers of the mooring line platform 4, and the height of each horizontal cross brace is equal to that of the corresponding layer of the mooring line platform 4, and each layer of the mooring line platform 4 is supported between all the horizontal cross braces 12 with the same height.
Through setting up horizontal stull, with each steel-pipe pile, lean on two of ship component to lean on the beam, the steel-pipe pile and lean on to be connected between the beam, strengthen the rigidity and the support capacity of whole multilayer mooring rope pier structure, prevent to lean on the ship component to warp under receiving the crowded power of leaning on of too big boats and ships, and make things convenient for the installation of each layer mooring rope platform, the shaped steel of each layer mooring rope platform can weld to fix between each horizontal stull of the same one deck of corresponding height.
In another technical solution, as shown in fig. 1 and 3, a transverse rubber fender 13 is fixedly arranged on the outer surface of each horizontal cross brace 12 on the side close to the water area, and a transverse rubber fender 13 is also arranged on the side of the abutment 2 close to the beam 10.
The installation of cooperation horizontal stull, the outside one side installation fixed horizontal rubber fender string that is close to the waters at every horizontal stull, and the collision energy when leaning on the bank or mooring between boats and ships is absorbed in the cooperation of horizontal rubber fender string and each vertical rubber fender string that are located on the pier, protection boats and ships, multilayer mooring line pier structure avoid damaging, have further improved the steadiness and the security of whole multilayer mooring line pier structure when carrying out the mooring operation.
In another technical solution, as shown in fig. 1 and 3, guardrails 14 are arranged on the abutment 2, the first walking platform 3, the second walking platform 5, the mooring platforms 4 of all floors, and on both sides of the first ladder 6 and the second ladder 7.
The guardrails are arranged on the outer rings of the upper surfaces of the pier, the first walking platform, the second walking platform and all layers of mooring rope platforms, are connected to the guardrails of the first crawling ladder and the second crawling ladder, and enclose a protective net of the multi-layer mooring rope platforms formed by the mooring rope platforms and the pier in all layers, so that the safety of up-and-down passing of workers and mooring rope operation is further improved.
In another technical solution, as shown in fig. 3, all the mooring line platforms 4 that are not located at the lowermost layer are provided with stair openings 15, the upper end of each second ladder stand 7 is fixedly connected with the stair opening 15 of the mooring line platform 4 at the upper layer, and the lower end is fixedly connected with the upper surface of the mooring line platform 4 at the lower layer.
Set up the stair mouth respectively on removing each layer mooring rope platform that is located the lower floor, as the entry of the second cat ladder of adjacent below, practiced thrift the occupation of land space, make things convenient for personnel to pass about fast, and general each layer mooring rope platform comprises shaped steel, steel grating, can not influence structural stability, can also reduce construction cost.
While the embodiments of the invention have been disclosed above, it is not limited to the applications listed in the description and the embodiments, which are fully applicable in all kinds of fields suitable for the invention, and further modifications may be readily made by those skilled in the art, and the invention is therefore not limited to the specific details and figures 1, 2, 3 shown and described herein, without departing from the general concept defined by the claims and their equivalents.
Claims (6)
1. Multilayer mooring line high pier platform structure, its characterized in that includes:
the steel pipe piles are vertically and uniformly arranged in the port at intervals, the lower ends of all the steel pipe piles are fixed in the stratum under the water area, and the upper ends of the steel pipe piles are positioned above the water surface;
the pier is fixedly arranged at the top ends of all the steel pipe piles, and a first walking platform is arranged on one side of the pier in an outward overhanging mode;
the device comprises a plurality of layers of mooring cable platforms, a first walking platform, a second walking platform, a first ladder stand and a second ladder stand, wherein the mooring cable platforms are fixedly arranged at the upper ends of all steel pipe piles at intervals;
mooring columns, which are arranged in a group on the abutment and each layer of the cable platform;
the upper end of the ship leaning component is fixed at the bottom of the abutment and is positioned at one side of the abutment close to the water area.
2. The multi-layer mooring high pier structure according to claim 1, wherein the mooring member comprises two vertically arranged mooring girders, the upper ends of the mooring girders are fixed to the bottom of the pier, and a plurality of vertical rubber support strings are vertically arranged and fixed on the outer surface of the side of the mooring girders close to the water.
3. The multi-layer mooring high pier structure according to claim 2, wherein a plurality of horizontal cross braces equal in number to the number of layers of the mooring line platform and equal in height to the mooring line platform of the corresponding layer are respectively arranged between all adjacent two steel pipe piles, between two ship beams, and between each ship beam and an adjacent one of the steel pipe piles, and each layer of the mooring line platform is supported between all the horizontal cross braces equal in height.
4. The multi-layer mooring line high pier structure according to claim 3, wherein a transverse rubber fender is fixedly arranged on the outer surface of one side of each horizontal cross brace close to the water area, and a transverse rubber fender is also arranged on one side of the pier close to the ship leaning beam.
5. The multi-storey mooring line high pier construction of claim 1, wherein guard rails are provided on the pier, the first walking platform, the second walking platform, the mooring line platforms of all the storeys and on both sides of the first ladder stand and the second ladder stand.
6. The multi-storey mooring line high pier structure of claim 1, wherein all of the mooring line platforms not located at the lowermost storey have a stair opening, and the upper end of each second ladder is fixedly connected to the stair opening of the mooring line platform at the upper storey and the lower end is fixedly connected to the upper surface of the mooring line platform at the lower storey.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202021673931.5U CN213267738U (en) | 2020-08-12 | 2020-08-12 | Multilayer mooring cable high pile pier platform structure |
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| CN202021673931.5U CN213267738U (en) | 2020-08-12 | 2020-08-12 | Multilayer mooring cable high pile pier platform structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115045232A (en) * | 2022-07-12 | 2022-09-13 | 中交第三航务工程勘察设计院有限公司 | High-pile wharf structure suitable for embedded boarding gallery bridge and construction method of high-pile wharf structure |
| CN115478512A (en) * | 2022-10-21 | 2022-12-16 | 中交第三航务工程勘察设计院有限公司 | Gantry rigid frame wharf structure and construction method thereof |
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2020
- 2020-08-12 CN CN202021673931.5U patent/CN213267738U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115045232A (en) * | 2022-07-12 | 2022-09-13 | 中交第三航务工程勘察设计院有限公司 | High-pile wharf structure suitable for embedded boarding gallery bridge and construction method of high-pile wharf structure |
| CN115045232B (en) * | 2022-07-12 | 2024-02-09 | 中交第三航务工程勘察设计院有限公司 | High pile wharf structure suitable for embedded boarding corridor bridge and construction method thereof |
| CN115478512A (en) * | 2022-10-21 | 2022-12-16 | 中交第三航务工程勘察设计院有限公司 | Gantry rigid frame wharf structure and construction method thereof |
| CN115478512B (en) * | 2022-10-21 | 2024-02-06 | 中交第三航务工程勘察设计院有限公司 | Portal rigid frame wharf structure and construction method thereof |
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