CN216006901U - Assembled lock chamber structure of ship lock - Google Patents
Assembled lock chamber structure of ship lock Download PDFInfo
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- CN216006901U CN216006901U CN202122150455.XU CN202122150455U CN216006901U CN 216006901 U CN216006901 U CN 216006901U CN 202122150455 U CN202122150455 U CN 202122150455U CN 216006901 U CN216006901 U CN 216006901U
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- lock chamber
- side wall
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- pile foundation
- lock
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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
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
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Abstract
The utility model discloses an assembled lock chamber structure of ship lock, include: constructing left and right pile foundation bearing platforms on the left and right sides of the lock chamber of the ship lock; the left and right prefabricated lock chamber side walls are arranged on the left and right pile foundation bearing platforms; a lock chamber bottom support frame which is constructed at the bottom of the lock chamber of the ship lock and is positioned between the left pile foundation pile cap and the right pile foundation pile cap; and a plurality of interlocking block bottom protection units which are arranged in the supporting frame at the bottom of the lock chamber at intervals. The utility model discloses a prefabricated structure technology of assembling optimizes the side wall, the bottom sprag of lock chamber, pile foundation isotructure as prefabricated component, practices thrift engineering cost effectively, greatly shortens the time limit for a project, reduces the environment and the noise pollution that the site operation brought, controls the displacement deformation of lock chamber side wall simultaneously effectively.
Description
Technical Field
The utility model relates to a ship lock engineering technical field especially relates to an assembled ship lock chamber structure.
Background
With the rapid development of urban construction and the popularization of the green construction concept, the application of the assembly type technology is more and more mature. The lock chamber of ship lock engineering, especially large ship lock engineering, has a large scale, and most of them adopt cast-in-place concrete structure, so that it has the problems of long construction period, high construction cost, serious environmental pollution and noise pollution, etc.
To this end, the applicant has sought, through useful research and research, a solution to the above-mentioned problems, in the context of which the technical solutions to be described below have been made.
SUMMERY OF THE UTILITY MODEL
The utility model discloses the technical problem that will solve lies in: aiming at the defects of the prior art, the assembled ship lock chamber structure which shortens the construction period, reduces the construction cost and reduces the environmental pollution and the noise pollution is provided.
The utility model discloses the technical problem that will solve can adopt following technical scheme to realize:
an assembled lock chamber structure, comprising:
constructing left and right pile foundation bearing platforms on the left and right sides of the lock chamber of the ship lock;
the left and right prefabricated lock chamber side walls are arranged on the left and right pile foundation bearing platforms;
a lock chamber bottom support frame which is constructed at the bottom of the lock chamber of the ship lock and is positioned between the left pile foundation pile cap and the right pile foundation pile cap; and
and the plurality of interlocking block bottom protection units are arranged in the lock chamber bottom supporting frame at intervals.
In a preferred embodiment of the present invention, the left and right pile foundations include:
front row pile foundations and rear row pile foundations which are arranged in side foundations of the lock chamber of the ship lock at intervals;
constructing a bearing platform base plate which is arranged on the front row pile foundation and the rear row pile foundation and is fixedly connected with the front row pile foundation and the rear row pile foundation respectively;
the prefabricated hanging plate is arranged on the outer side surface of the front row pile foundation; and
and driving the anti-seepage pile arranged on the rear side of the front row pile foundation.
In a preferred embodiment of the present invention, the left and right prefabricated lock room side walls are assembled side by side along the navigation direction by a plurality of prefabricated lock room side wall units.
In a preferred embodiment of the present invention, the prefabricated lock chamber side wall unit is one of a general section prefabricated lock chamber side wall unit, a mooring section prefabricated lock chamber side wall unit or a ladder stand section prefabricated lock chamber side wall unit.
In a preferred embodiment of the present invention, the prefabricated lock chamber side wall units of the common section, the prefabricated lock chamber side wall units of the mooring section and the prefabricated lock chamber side wall units of the ladder stand section all include:
the side wall base plate is arranged on the left pile foundation bearing platform or the right pile foundation bearing platform;
a side wall body which is arranged on the side wall bottom plate and has an L-shaped structure with the side wall bottom plate is constructed;
at least one supporting buttress constructed between the side wall bottom plate and the side wall body; and
and the fender is arranged on the outer side surface of the side wall body.
In a preferred embodiment of the present invention, at least one positioning hole is provided on the side wall bottom plate, and a plurality of positioning tenons are fixedly provided on the bearing platform bottom plate of the left pile foundation bearing platform or the right pile foundation bearing platform at intervals along the navigation direction; during assembly, the positioning holes in the side wall bottom plate are correspondingly sleeved into the positioning tenons in the bearing platform bottom plate.
In the utility model discloses a preferred embodiment, at least one drainage hole has been seted up to the junction between side wall bottom plate and the side wall body.
In the utility model discloses a preferred embodiment, the upper portion of the side wall body of mooring the prefabricated lock room side wall unit is provided with the mooring post, be provided with at least one system's fishhook on the lateral surface of the side wall body of mooring the prefabricated lock room side wall unit.
The utility model discloses a preferred embodiment, be provided with the cat ladder on the lateral surface of the side wall body of cat ladder section prefabricated lock chamber side wall unit.
In a preferred embodiment of the present invention, the chamber bottom support frame comprises:
a plurality of prefabricated transverse connecting beams which are arranged at intervals along the longitudinal direction;
a plurality of prefabricated longitudinal connecting beams which are arranged at intervals along the transverse direction;
the node pile foundation is arranged in the foundation below the connection part between the prefabricated transverse connecting beam and the prefabricated longitudinal connecting beam; and
and the cast-in-place joint connecting block is constructed at the pile top of each joint pile foundation and used for fixedly connecting the adjacent prefabricated transverse connecting beams and the prefabricated longitudinal connecting beams.
In a preferred embodiment of the present invention, the interlocking block bottom protection unit includes:
the inverted filter layer is laid at the bottom of an area enclosed by two adjacent prefabricated transverse connecting beams and two adjacent prefabricated longitudinal connecting beams; and
a plurality of prefabricated interlocking blocks which are closely laid on the inverted filter layer side by side.
Due to the adoption of the technical scheme, the beneficial effects of the utility model reside in that: the utility model discloses a prefabricated structure technology of assembling optimizes the side wall, the bottom sprag of lock chamber, pile foundation isotructure as prefabricated component, practices thrift engineering cost effectively, greatly shortens the time limit for a project, reduces the environment and the noise pollution that the site operation brought, controls the displacement deformation of lock chamber side wall simultaneously effectively.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic sectional structure of the present invention.
Fig. 2 is a schematic plan view of the present invention.
Fig. 3 is a top view of the side wall unit of the common prefabricated lock chamber of the present invention.
Fig. 4 is a sectional view taken along line a-a of fig. 3.
Fig. 5 is a top view of the mooring section prefabricated lock chamber side wall unit of the present invention.
Fig. 6 is a sectional view taken along line B-B of fig. 5.
Figure 7 is the utility model discloses a top view of prefabricated floodgate room side wall unit of cat ladder section.
Fig. 8 is a sectional view taken along line C-C of fig. 7.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand and understand, the present invention is further explained by combining with the specific drawings.
Referring to fig. 1 and 2, there is shown an assembled lock chamber structure of a ship lock, which includes left and right pile foundations 100a, 100b, left and right prefabricated lock chamber side walls 200a, 200b, a lock chamber bottom support frame 300, and a plurality of interlocking block bottom protection units 400.
Left and right pile foundations 100a, 100b are constructed on left and right sides of the lock chamber of the ship lock. Specifically, each of the left and right pile foundations 100a, 100b includes a front pile foundation 110, a rear pile foundation 120, a pile foundation slab 130, a prefabricated cladding 140, and an anti-seepage pile 150 disposed behind the cladding. The front row pile foundation 110 and the rear row pile foundation 120 are arranged in the side foundation of the lock chamber of the ship lock at intervals, the bearing platform base plate 130 is constructed on the front row pile foundation 110 and the rear row pile foundation 120 and is respectively fixedly connected with the front row pile foundation 110 and the rear row pile foundation 120, the prefabricated hanging plate 140 is arranged on the outer side surface of the front row pile foundation 110, and the anti-seepage pile 150 is arranged on the rear side of the front row pile foundation 110 in a driving mode, so that the anti-seepage performance of the left pile foundation bearing platform 100a and the right pile foundation bearing platform 100b is improved. Wherein, the front pile foundation 110, the rear pile foundation 120, the bearing platform bottom plate 130 and the prefabricated hanging plate 140 can all adopt prefabricated forming structures.
The left and right prefabricated lock chamber side walls 200a, 200b are provided on the left and right pile foundations 100a, 100 b. The left prefabricated lock room side wall 200a and the right prefabricated lock room side wall 200b are formed by assembling a plurality of prefabricated lock room side wall units side by side along the navigation direction. The prefabricated lock chamber side wall unit is one of a common section prefabricated lock chamber side wall unit 210, a mooring section prefabricated lock chamber side wall unit 220 or a ladder stand section prefabricated lock chamber side wall unit 230.
Referring to fig. 3 and 4, the general segment prefabricated lock chamber side wall unit 210 includes a side wall bottom plate 211, a side wall body 212, supporting buttresses 213a, 213b, and a fender 214. The side wall bottom plate 211 is provided on the cap bottom plate 130 of the left pile cap 100a or the right pile cap 100 b. The side wall 212 is constructed on the side wall bottom plate 211 and has an L-shaped structure with the side wall bottom plate 211, and the side wall 212 and the side bottom plate 211 are of an integrated structure. The supporting buttresses 213a and 213b are triangular structures, and are constructed between the side wall bottom plate 211 and the side wall 212 at intervals along the navigation direction and are respectively connected with the side wall bottom plate 211 and the side wall 212. Of course, the number of the supporting buttresses is not limited to the number in the present embodiment, and it should be set according to the supporting strength. The fender 214 is arranged on the outer side face of the side wall body 212 and plays a role of protecting the ship body.
In order to fix and position the side wall unit 210 of the common prefabricated lock chamber section, two positioning holes 211a are formed in the side wall bottom plate 211 at intervals, and the number of the positioning holes is not limited to that of the embodiment and is set according to actual positioning requirements; a plurality of positioning tenons 131 are fixedly arranged on the bearing platform base plate 130 of the left pile foundation bearing platform 100a or the right pile foundation bearing platform 100b at intervals along the navigation direction. During assembly, the two positioning holes 211a of the side wall bottom plate 211 are correspondingly sleeved into the positioning tenons 131 on the bearing platform bottom plate 130 of the left pile foundation bearing platform 100a or the right pile foundation bearing platform 100 b.
In addition, two drain holes 215 are formed at the connection position between the side wall bottom plate 211 and the side wall 212, and the two drain holes 215 are located at two sides between the side wall bottom plate 211 and the side wall 212 and used for draining accumulated water between the side wall bottom plate 211 and the side wall 212.
Referring to fig. 5 and 6, the mooring section prefabricated lock chamber sidewall unit 220 includes a sidewall base plate 221, a sidewall wall 222, supporting buttresses 223a, 223b, and a fender 224. The side wall bottom plate 221 is provided on the cap bottom plate 130 of the left pile cap 100a or the right pile cap 100 b. The sidewall wall 222 is constructed on the sidewall bottom plate 221 and has an L-shaped structure with the sidewall bottom plate 221, and the sidewall wall 222 and the side bottom plate 221 are of an integrated structure. The upper portion of side wall 222 is provided with mooring post 222a, is provided with at least one on the lateral surface of side wall 222 and is tied the boat hook 222b, makes things convenient for the ship to fix. The supporting buttresses 223a and 223b are triangular structures, and are constructed between the sidewall base plate 221 and the sidewall wall 222 at intervals along the navigation direction and are respectively connected with the sidewall base plate 221 and the sidewall wall 222. Of course, the number of the supporting buttresses is not limited to the number in the present embodiment, and it should be set according to the supporting strength. The fender 224 is arranged on the outer side surface of the side wall 222 and plays a role of protecting the ship body.
In order to fix and position the sidewall units 220 of the prefabricated lock chambers of the mooring section, two positioning holes 221a are arranged on the sidewall base plate 221 at intervals, and the number of the positioning holes is not limited to that of the embodiment and is set according to actual positioning requirements; a plurality of positioning tenons 131 are fixedly arranged on the bearing platform base plate 130 of the left pile foundation bearing platform 100a or the right pile foundation bearing platform 100b at intervals along the navigation direction. During assembly, the two positioning holes 221a of the sidewall base plate 221 are correspondingly sleeved into the positioning tenons 131 on the platform base plate 130 of the left pile foundation platform 100a or the right pile foundation platform 100 b.
In addition, two drain holes 225 are formed at the connection position between the side wall bottom plate 221 and the side wall body 222, and the two drain holes 225 are located at two sides between the side wall bottom plate 221 and the side wall body 222 and used for draining accumulated water between the side wall bottom plate 221 and the side wall body 222.
Referring to fig. 7 and 8, the stair-climbing section prefabricated lock chamber side wall unit 230 includes a side wall bottom plate 231, a side wall body 232, supporting buttresses 233a, 233b, and a fender 234. The side wall bottom plate 231 is provided on the cap bottom plate 130 of the left pile cap 100a or the right pile cap 100 b. The side wall 232 is constructed on the side wall bottom plate 231 and has an L-shaped structure with the side wall bottom plate 231, and the side wall 232 and the side bottom plate 231 are of an integrated structure. And a climbing ladder 232a is arranged on the outer side surface of the side wall body 232 of the climbing section prefabricated lock chamber side wall unit 230. The supporting buttresses 233a and 233b are triangular structures, and are constructed between the side wall bottom plate 231 and the side wall 232 at intervals along the navigation direction and are respectively connected with the side wall bottom plate 231 and the side wall 232. Of course, the number of the supporting buttresses is not limited to the number in the present embodiment, and it should be set according to the supporting strength. The fender 234 is arranged on the outer side surface of the side wall 232 and plays a role in protecting the ship body.
In order to fix and position the stair-climbing section prefabricated lock chamber side wall unit 230, two positioning holes 231a are arranged on the side wall bottom plate 231 at intervals, and of course, the number of the positioning holes is not limited to that of the embodiment and is set according to actual positioning requirements; a plurality of positioning tenons 131 are fixedly arranged on the bearing platform base plate 130 of the left pile foundation bearing platform 100a or the right pile foundation bearing platform 100b at intervals along the navigation direction. During assembly, the two positioning holes 231a of the side wall bottom plate 231 are correspondingly sleeved into the positioning tenons 131 on the bearing platform bottom plate 130 of the left pile foundation bearing platform 100a or the right pile foundation bearing platform 100 b.
In addition, two drain holes 235 are formed in the connecting portion between the side wall bottom plate 231 and the side wall 232, and the two drain holes 235 are located on two sides between the side wall bottom plate 231 and the side wall 232 and used for draining accumulated water between the side wall bottom plate 231 and the side wall 232.
The lock chamber bottom support frame 300 is constructed at the bottom of the ship lock chamber and between the left and right pile foundations 100a, 100b, and plays a role in controlling the displacement of the left and right prefabricated lock chamber side walls 200a, 200 b. Specifically, the chamber bottom support frame 300 includes a plurality of prefabricated transverse tie beams 310, a plurality of prefabricated longitudinal tie beams 320, a plurality of node pile foundations 330, and a plurality of cast-in-place node connector blocks 340. The prefabricated transverse connecting beams 310 are arranged at intervals along the longitudinal direction, and the prefabricated longitudinal connecting beams 320 are arranged at intervals along the transverse direction and are staggered with the prefabricated transverse connecting beams 310. A number of node pile foundations 330 are correspondingly driven in the foundation below the connection between the prefabricated transverse tie beams 310 and the prefabricated longitudinal tie beams 320. A plurality of cast-in-place node connecting blocks 340 are correspondingly constructed at the pile tops of the plurality of node pile foundations 330, and are used for fixedly connecting the adjacent prefabricated transverse connecting beams 310 and the prefabricated longitudinal connecting beams 320, so that the lock chamber bottom supporting frame 300 is integrally formed.
A plurality of interlocking block bottom protection units 400 are arranged at intervals in the lock chamber bottom support frame 300. Specifically, the interlocking block bottom protection unit 400 comprises a reverse filtering layer 410 and a plurality of prefabricated interlocking blocks 420, wherein the reverse filtering layer 410 is laid on the bottom of an area enclosed by two adjacent prefabricated transverse connecting beams 310 and two adjacent prefabricated longitudinal connecting beams 320, and the plurality of prefabricated interlocking blocks 420 are tightly laid on the reverse filtering layer 410 side by side.
The utility model discloses a prefabricated structure technology of assembling optimizes the side wall, the bottom sprag of lock chamber, pile foundation isotructure as prefabricated component, practices thrift engineering cost effectively, greatly shortens the time limit for a project, reduces the environment and the noise pollution that the site operation brought, controls the displacement deformation of lock chamber side wall simultaneously effectively.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (11)
1. An assembled lock chamber structure, comprising:
constructing left and right pile foundation bearing platforms on the left and right sides of the lock chamber of the ship lock;
the left and right prefabricated lock chamber side walls are arranged on the left and right pile foundation bearing platforms;
a lock chamber bottom support frame which is constructed at the bottom of the lock chamber of the ship lock and is positioned between the left pile foundation pile cap and the right pile foundation pile cap; and
and the plurality of interlocking block bottom protection units are arranged in the lock chamber bottom supporting frame at intervals.
2. The fabricated lock chamber structure of claim 1, wherein said left and right pile foundations cap each comprise:
front row pile foundations and rear row pile foundations which are arranged in side foundations of the lock chamber of the ship lock at intervals;
constructing a bearing platform base plate which is arranged on the front row pile foundation and the rear row pile foundation and is fixedly connected with the front row pile foundation and the rear row pile foundation respectively;
the prefabricated hanging plate is arranged on the outer side surface of the front row pile foundation; and
and driving the anti-seepage pile arranged on the rear side of the front row pile foundation.
3. The fabricated lock chamber structure of claim 1, wherein the left and right prefabricated lock chamber side walls are each formed by assembling a plurality of prefabricated lock chamber side wall units side by side in the navigation direction.
4. The fabricated lock chamber structure of claim 3, wherein the prefabricated lock chamber side wall units are one of ordinary segment prefabricated lock chamber side wall units, mooring segment prefabricated lock chamber side wall units or ladder segment prefabricated lock chamber side wall units.
5. The fabricated lock chamber structure of claim 4, wherein the common segment prefabricated lock chamber side wall units, the mooring segment prefabricated lock chamber side wall units and the ladder segment prefabricated lock chamber side wall units each comprise:
the side wall base plate is arranged on the left pile foundation bearing platform or the right pile foundation bearing platform;
a side wall body which is arranged on the side wall bottom plate and has an L-shaped structure with the side wall bottom plate is constructed;
at least one supporting buttress constructed between the side wall bottom plate and the side wall body; and
and the fender is arranged on the outer side surface of the side wall body.
6. The fabricated lock chamber structure of claim 5, wherein at least one positioning hole is formed in the side wall bottom plate, and a plurality of positioning tenons are fixedly formed on the bearing platform bottom plate of the left pile foundation bearing platform or the right pile foundation bearing platform at intervals along the navigation direction; during assembly, the positioning holes in the side wall bottom plate are correspondingly sleeved into the positioning tenons in the bearing platform bottom plate.
7. The fabricated lock chamber structure of claim 5, wherein the joint between the bottom plate and the wall body of the side wall is provided with at least one drainage hole.
8. The fabricated lock chamber structure of claim 5, wherein the upper portion of the sidewall wall of the mooring section prefabricated lock chamber sidewall unit is provided with a mooring post, and the outer side surface of the sidewall wall of the mooring section prefabricated lock chamber sidewall unit is provided with at least one mooring hook.
9. The fabricated lock chamber structure of claim 5, wherein the outer side of the sidewall wall body of the stair-step section prefabricated lock chamber sidewall unit is provided with a stair-step.
10. The fabricated lock chamber structure of claim 1, wherein the lock chamber bottom support frame comprises:
a plurality of prefabricated transverse connecting beams which are arranged at intervals along the longitudinal direction;
a plurality of prefabricated longitudinal connecting beams which are arranged at intervals along the transverse direction;
the node pile foundation is arranged in the foundation below the connection part between the prefabricated transverse connecting beam and the prefabricated longitudinal connecting beam; and
and the cast-in-place joint connecting block is constructed at the pile top of each joint pile foundation and used for fixedly connecting the adjacent prefabricated transverse connecting beams and the prefabricated longitudinal connecting beams.
11. The fabricated lock chamber structure of claim 10, wherein the interlocking block bottom-guard unit comprises:
the inverted filter layer is laid at the bottom of an area enclosed by two adjacent prefabricated transverse connecting beams and two adjacent prefabricated longitudinal connecting beams; and
a plurality of prefabricated interlocking blocks which are closely laid on the inverted filter layer side by side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122150455.XU CN216006901U (en) | 2021-09-07 | 2021-09-07 | Assembled lock chamber structure of ship lock |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122150455.XU CN216006901U (en) | 2021-09-07 | 2021-09-07 | Assembled lock chamber structure of ship lock |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216006901U true CN216006901U (en) | 2022-03-11 |
Family
ID=80532834
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122150455.XU Active CN216006901U (en) | 2021-09-07 | 2021-09-07 | Assembled lock chamber structure of ship lock |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216006901U (en) |
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2021
- 2021-09-07 CN CN202122150455.XU patent/CN216006901U/en active Active
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