CN117211233A - Ocean reservoir building structure and building method thereof - Google Patents
Ocean reservoir building structure and building method thereof Download PDFInfo
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- CN117211233A CN117211233A CN202311078811.9A CN202311078811A CN117211233A CN 117211233 A CN117211233 A CN 117211233A CN 202311078811 A CN202311078811 A CN 202311078811A CN 117211233 A CN117211233 A CN 117211233A
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- 238000000034 method Methods 0.000 title claims abstract description 14
- 238000010276 construction Methods 0.000 claims abstract description 44
- 210000001503 joint Anatomy 0.000 claims description 44
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 11
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 5
- 230000000694 effects Effects 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 2
- 239000013535 sea water Substances 0.000 description 2
- 241000251468 Actinopterygii Species 0.000 description 1
- 230000003044 adaptive effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000013505 freshwater Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
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Abstract
The invention discloses a marine reservoir building structure and a building method thereof, and relates to the technical field of marine reservoirs, wherein the marine reservoir building structure comprises a seabed base surface, a middle dam module and an outer dam module; the middle dam body module consists of a plurality of middle unit dam bodies, the plurality of middle unit dam bodies are fixedly connected through bolt connecting pieces, and the plurality of middle unit dam bodies are fixedly connected with the seabed base surface through ground bolt connecting pieces; the outer dam body modules are respectively arranged at two sides of the middle dam body module, each outer dam body module is composed of a plurality of outer unit dam bodies, the outer unit dam bodies are fixedly connected with the middle unit dam body through bolt connecting pieces, and the outer unit dam bodies are fixedly connected with the seabed base surface through ground bolt connecting pieces. The method for constructing the ocean reservoir construction structure can firstly construct a main body structure, then cut off the main body structure, and conduct waterproof and seepage-proof treatment, so that the advantages of the fabricated structure are greatly exerted, and the method has better and faster construction effects.
Description
Technical Field
The invention relates to the technical field of ocean reservoirs, in particular to a building structure of an ocean reservoir and a building method thereof.
Background
With the development of global ocean engineering and scientific technology, ocean development technology and engineering equipment are continuously improved, comprehensive development and utilization of ocean resources are promoted, and ocean energy development and utilization become important props for ocean development of various countries. The ocean development and utilization mainly comprises the development of ocean resources, the utilization of ocean space and the like, and the construction of an ocean reservoir is an effective way of the ocean resources development and utilization. The main purpose of building the ocean reservoir is to change the ocean into a fresh water reservoir, and solve the problem of water shortage in the area.
The patent number US7717643B2 relates to an environmental affinity type hydrophilic revetment block constructed on a slope of a shore, a port, a river, a reservoir, a dam, or the like, and a construction method thereof. Comprising at least one basic block and at least one bottom basic block, the basic block comprising a block structure having a square, trapezoid or rectangle shape. The horizontal direction is an inverted trapezoid cross section, is provided with a plurality of water inlets, a space for water outlet and fish culture and a plurality of water outlets, is provided with a step-shaped part for preventing pushing, avoids sedimentation difference, is formed with a plant selectable space on a step, is formed with a plurality of protrusions at the front part of a block-shaped structure, can reduce water flow and dissipate waves, and provides steps for people to travel.
The above patent has provided corresponding block assembly type structure, the structure can realize rapid construction of the dam body, solves the problems of great difficulty, long time consumption and the like of the conventional dam body, however, a more perfect construction method and construction form are still needed for the dam structure of the ocean reservoir so as to meet the construction requirements of the conventional ocean engineering.
Therefore, how to provide a simpler and reliable ocean reservoir construction structure and a construction method thereof is a problem to be solved by those skilled in the art.
Disclosure of Invention
In view of the above, the present invention provides a marine reservoir construction structure and a construction method thereof, which aims to solve the above technical problems.
In order to achieve the above purpose, the present invention adopts the following technical scheme:
a marine reservoir construction structure comprising a seabed base; further comprises: a middle dam module and an outer dam module;
the middle dam body module is formed by butt joint of a plurality of middle unit dam bodies, the plurality of middle unit dam bodies are fixedly connected through bolt connecting pieces, and the plurality of middle unit dam bodies are fixedly connected with the seabed base surface through ground bolt connecting pieces;
the number of the outer side dam body modules is two, the outer side dam body modules are respectively arranged at two sides of the middle dam body module, each outer side dam body module is formed by abutting a plurality of outer side unit dam bodies, a plurality of outer side unit dam bodies are connected with each other, the outer side unit dam bodies are connected with the middle unit dam bodies through bolt connecting pieces in a fastening mode, and the outer side unit dam bodies are connected with the seabed base surface in a fastening mode through ground bolt connecting pieces.
Through the technical scheme, the invention provides an assembled dam body building structure, which is characterized in that a middle unit dam body and an outer unit dam body are connected with a seabed base surface through a ground bolt connecting piece, the middle unit dam body and the outer unit dam body are fixedly connected through a bolt connecting piece to form a dam body structure, the middle unit dam body and the outer unit dam body can be quickly immersed into the sea for building and assembling, the structure is simple, the construction is convenient, and the dam body is stable and reliable.
Preferably, in the above ocean reservoir building structure, the ocean reservoir building structure further comprises a widened dam body module arranged between the middle dam body module and the outer dam body module, the widened dam body module is formed by butting a plurality of widened unit dam bodies, the widened unit dam bodies are connected with each other, the widened unit dam bodies are connected with the middle unit dam body and the outer unit dam body through bolt connecting pieces in a fastening mode, and the widened unit dam bodies are connected with the seabed base surface in a fastening mode through ground bolt connecting pieces. The width-expanding unit dam body can be assembled according to the width requirement of the dam body, so that the adaptive building is performed.
Preferably, in the above ocean reservoir building structure, the butt joint of the intermediate unit dam, the butt joint of the widened unit dam, and the butt joint of the outer unit dam are staggered. The strength of the whole structure of the dam body can be improved by assembling the staggered arrangement of the joints.
Preferably, in the above ocean reservoir building structure, the middle unit dam, the widening unit dam and the outer unit dam are each formed with a filling cavity, and an opening is formed at a top. The top of the unit dam body is provided with the opening, so that the unit dam body can be quickly sunk into the sea bottom through water inflow, and the internal cavity is filled by extracting seawater subsequently, so that the construction is convenient and quick.
Preferably, in the above marine reservoir construction structure, the cavity is filled with crushed aggregates and concrete. Cost savings can be realized.
Preferably, in the ocean reservoir building structure, reinforcing steel bars are pulled in the cavity. The structural strength of the unit dam body can be improved by arranging reinforcing steel bars.
Preferably, in the above ocean reservoir building structure, the bottom surface of the intermediate unit dam body is provided with intermediate unit dam body anchor connecting holes, and two sets of opposite side walls of the intermediate unit dam body are respectively provided with an intermediate unit dam body first butt joint hole and an intermediate unit dam body second butt joint hole; the bottom surface of the widening unit dam body is provided with a widening unit dam body foundation connecting hole, and two groups of side walls opposite to the widening unit dam body are respectively provided with a widening unit dam body first butt joint hole and a widening unit dam body second butt joint hole; the bottom surface of the outer unit dam body is provided with outer unit dam body foundation connecting holes, one side wall of the outer unit dam body opposite to the outer unit dam body is provided with outer unit dam body first butt joint holes, and the side wall of the outer unit dam body facing the widening unit dam body is provided with outer unit dam body second butt joint holes. The quick connection and fastening of the connecting piece are facilitated through the holes.
Preferably, in the above ocean reservoir building structure, the cross sections of the intermediate unit dam body and the widening unit dam body are rectangular, and the cross section of the outer unit dam body is right trapezoid. By arranging different shapes, the dam body can be formed quickly.
The invention also provides a construction method of the ocean reservoir construction structure, which comprises the following steps:
s1, sequentially hoisting a plurality of intermediate unit dam bodies, placing the intermediate unit dam bodies into the sea, fastening and connecting the intermediate unit dam bodies with a seabed base surface through a ground bolt connecting piece, and fastening and connecting adjacent intermediate unit dam bodies through a bolt connecting piece;
s2, intercepting two sides of the middle dam body module, and performing waterproof treatment on two side surfaces of the middle dam body module;
s3, sequentially hoisting a plurality of outer unit dam bodies, placing the outer unit dam bodies into the sea, fastening and connecting the outer unit dam bodies with a seabed base surface through a ground bolt connecting piece, and fastening and connecting adjacent outer unit dam bodies and adjacent outer unit dam bodies with an intermediate unit dam body through a bolt connecting piece;
s4, intercepting the two sides of the outer unit dam body, and performing waterproof treatment on the outer side surface of the outer unit dam body.
According to the technical scheme, the main structure can be built firstly, the interception treatment is carried out after the main structure is built, the waterproof and seepage-proof treatment is carried out, the advantages of the assembled structure are greatly exerted, and the method has a better and faster building effect.
Preferably, in the above construction method of a marine reservoir construction structure, the middle unit dam and the outer unit dam are both formed with filling cavities, and the top is provided with openings, and after the middle unit dam and the outer unit dam are connected, accumulated water in the filling cavities is pumped out, and crushed aggregates and concrete are filled in the cavities.
Compared with the prior art, the invention discloses a marine reservoir building structure and a building method thereof, which have the following beneficial effects:
1. the invention provides an assembled dam body building structure, which is characterized in that a middle unit dam body and an outer unit dam body are connected with a seabed base surface through a ground bolt connecting piece, the middle unit dam body and the outer unit dam body are fixedly connected through a bolt connecting piece to form a dam body structure, the middle unit dam body and the outer unit dam body can be quickly immersed into the sea for building and assembling, the structure is simple, the construction is convenient, and the dam body is stable and reliable.
2. The method for constructing the ocean reservoir construction structure can firstly construct a main body structure, then cut off the main body structure, and conduct waterproof and seepage-proof treatment, so that the advantages of the fabricated structure are greatly exerted, and the method has better and faster construction effects.
3. The top of the unit dam body is provided with the opening, so that the unit dam body can be quickly sunk into the sea bottom through water inflow, and the internal cavity is filled by extracting seawater subsequently, so that the construction is convenient and quick.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings that are required to be used in the embodiments or the description of the prior art will be briefly described below, and it is obvious that the drawings in the following description are only embodiments of the present invention, and that other drawings can be obtained according to the provided drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic view showing the construction of a marine reservoir construction structure according to embodiment 1 of the present invention;
FIG. 2 is a schematic diagram of the appearance of an intermediate unit dam provided by the invention;
FIG. 3 is a schematic diagram of an opening of an intermediate unit dam according to the present invention;
FIG. 4 is a cross-sectional view of an intermediate unit dam connection provided by the present invention;
FIG. 5 is a schematic diagram of the outer unit dam according to the present invention;
FIG. 6 is a schematic diagram of an opening of an outside unit dam according to the present invention;
FIG. 7 is a cross-sectional view of an outboard cell dam connection provided by the present invention;
FIG. 8 is a schematic view showing the construction of a marine reservoir construction structure according to embodiment 2 of the present invention;
FIG. 9 is a schematic diagram of the external shape of a widening unit dam according to the present invention;
FIG. 10 is a schematic diagram of an opening of a widened unit dam according to the present invention;
FIG. 11 is a cross-sectional view of a widened unit dam connection provided by the present invention.
Wherein:
1-a seabed base surface;
2-an intermediate dam module;
21-an intermediate unit dam body; 211-connecting holes of the dam body and the foundation of the middle unit; 212-a first butt joint hole of the middle unit dam body; 213-second butt joint holes of the intermediate unit dam body;
3-an outer dam module;
31-outer unit dam body; 311-outer unit dam body anchor connection holes; 312-first butt-joint holes of the outer unit dam body; 313-outer unit dam second butt-joint holes;
4-widening a dam module;
41-widening the unit dam body; 411-widening the unit dam body foundation connecting holes; 412-widening the first butt joint hole of the unit dam body; 413-widening a second butt joint hole of the unit dam body;
a 5-stud connector;
6-ground bolt connection.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
Example 1:
referring to fig. 1 to 7, an embodiment of the present invention discloses a marine reservoir construction structure including a seabed base 1; further comprises: a middle dam module 2 and an outer dam module 3;
the middle dam body module 2 is formed by butt joint of a plurality of middle unit dam bodies 21, the plurality of middle unit dam bodies 21 are fixedly connected through bolt connecting pieces 5, and the plurality of middle unit dam bodies 21 are fixedly connected with the seabed base surface 1 through ground bolt connecting pieces 6;
the number of the outer side dam body modules 3 is two, the outer side dam body modules 3 are respectively arranged on two sides of the middle dam body module 2, each outer side dam body module 3 is formed by butting a plurality of outer side unit dam bodies 31, the outer side unit dam bodies 31 and the middle unit dam body 21 are fixedly connected through bolt connecting pieces 5, and the outer side unit dam bodies 31 and the seabed base surface 1 are fixedly connected through ground bolt connecting pieces 6.
To further optimize the above solution, the butt joints of the intermediate unit dam 21 and the butt joints of the outer unit dam 31 are staggered.
To further optimize the solution described above, both the intermediate unit dam 21 and the outer unit dam 31 are formed with filling cavities and have openings at the top.
Further, crushed aggregates and concrete are filled in the cavity, and reinforcing steel bars are arranged in the cavity in a pulling mode.
Referring to fig. 2 to 7, a middle unit dam foundation connection hole 211 is formed in the bottom surface of the middle unit dam 21, and two sets of opposite side walls of the middle unit dam 21 are respectively provided with a middle unit dam first butt joint hole 212 and a middle unit dam second butt joint hole 213; the bottom surface of the outer unit dam 31 is provided with outer unit dam foundation connection holes 311, one side wall of the outer unit dam 31 opposite to the outer unit dam 31 is provided with outer unit dam first butt joint holes 312, and the side wall of the outer unit dam 31 facing the widening unit dam 41 is provided with outer unit dam second butt joint holes 413.
In order to further optimize the above technical solution, the cross sections of the intermediate unit dam 21 and the widening unit dam 41 are rectangular, and the cross section of the outer unit dam 31 is right trapezoid.
The construction method of the ocean reservoir construction structure provided by the embodiment specifically comprises the following steps:
s1, sequentially hoisting a plurality of intermediate unit dam bodies 21, placing the intermediate unit dam bodies 21 into the sea, fastening and connecting the intermediate unit dam bodies 21 with the seabed base surface 1 through the ground bolt connecting piece 6, and fastening and connecting adjacent intermediate unit dam bodies 21 through the bolt connecting piece 5;
s2, intercepting the two sides of the middle dam body module 2, and performing waterproof treatment on the two side surfaces of the middle dam body module 2;
s3, sequentially hoisting a plurality of outer unit dam bodies 31, placing the outer unit dam bodies 31 into the sea, fastening and connecting the outer unit dam bodies 31 with the seabed base surface 1 through the ground bolt connecting piece 6, and fastening and connecting the adjacent outer unit dam bodies 31, the adjacent outer unit dam bodies 31 and the middle unit dam body 21 through the bolt connecting piece 5;
s4, intercepting the two sides of the external unit dam body 31, and performing waterproof treatment on the external side surface of the external unit dam body 31.
The middle unit dam 21 and the outer unit dam 31 are both formed with filling cavities, the top is provided with openings, and after the connection of the middle unit dam 21 and the outer unit dam 31 is completed, accumulated water in the filling cavities is pumped out, and crushed aggregates and concrete are filled in the cavities.
Example 2:
referring to fig. 8 to 11, an embodiment of the present invention discloses a marine reservoir construction structure including a seabed base 1; further comprises: a middle dam module 2 and an outer dam module 3;
the middle dam body module 2 is formed by butt joint of a plurality of middle unit dam bodies 21, the plurality of middle unit dam bodies 21 are fixedly connected through bolt connecting pieces 5, and the plurality of middle unit dam bodies 21 are fixedly connected with the seabed base surface 1 through ground bolt connecting pieces 6;
the number of the outer side dam body modules 3 is two, the outer side dam body modules 3 are respectively arranged on two sides of the middle dam body module 2, each outer side dam body module 3 is formed by butting a plurality of outer side unit dam bodies 31, the outer side unit dam bodies 31 and the middle unit dam body 21 are fixedly connected through bolt connecting pieces 5, and the outer side unit dam bodies 31 and the seabed base surface 1 are fixedly connected through ground bolt connecting pieces 6;
the wide-area unit dam comprises a middle dam body module 2, an outer dam body module 3, and a wide-area dam body module 4, wherein the wide-area dam body module 4 is formed by butt joint of a plurality of wide-area unit dam bodies 41, the middle unit dam body 21 and the outer unit dam body 31 are all fixedly connected through bolt connecting pieces 5, and the wide-area unit dam bodies 41 and the seabed base surface 1 are all fixedly connected through ground bolt connecting pieces 6.
To further optimize the above solution, the butt joints of the intermediate unit dam 21, the butt joints of the widened unit dam 41, and the butt joints of the outer unit dam 31 are staggered.
To further optimize the solution described above, the intermediate unit dam 21, the widening unit dam 41 and the outer unit dam 31 are all formed with filling cavities and have openings at the top.
Further, crushed aggregates and concrete are filled in the cavity, and reinforcing steel bars are arranged in the cavity in a pulling mode.
Referring to fig. 2 to 7 and 9 to 11, a middle unit dam foundation connecting hole 211 is formed in the bottom surface of the middle unit dam 21, and a middle unit dam first butt joint hole 212 and a middle unit dam second butt joint hole 213 are respectively formed in two groups of opposite side walls of the middle unit dam 21; the bottom surface of the widening unit dam 41 is provided with a widening unit dam foundation connecting hole 411, and two groups of side walls opposite to the widening unit dam 41 are respectively provided with a widening unit dam first butt joint hole 412 and a widening unit dam second butt joint hole 413; the bottom surface of the outer unit dam 31 is provided with outer unit dam foundation connection holes 311, one side wall of the outer unit dam 31 opposite to the outer unit dam 31 is provided with outer unit dam first butt joint holes 312, and the side wall of the outer unit dam 31 facing the widening unit dam 41 is provided with outer unit dam second butt joint holes 413.
In order to further optimize the above technical solution, the cross sections of the intermediate unit dam 21 and the widening unit dam 41 are rectangular, and the cross section of the outer unit dam 31 is right trapezoid.
The construction method of the ocean reservoir construction structure provided by the embodiment specifically comprises the following steps:
s1, sequentially hoisting a plurality of intermediate unit dam bodies 21, placing the intermediate unit dam bodies 21 into the sea, fastening and connecting the intermediate unit dam bodies 21 with the seabed base surface 1 through the ground bolt connecting piece 6, and fastening and connecting adjacent intermediate unit dam bodies 21 through the bolt connecting piece 5;
s2, intercepting the two sides of the middle dam body module 2, and performing waterproof treatment on the two side surfaces of the middle dam body module 2;
s3, sequentially hoisting a plurality of widened unit dam bodies 41, placing the widened unit dam bodies 41 into the sea, tightly connecting the widened unit dam bodies 41 with the seabed base surface 1 through the ground bolt connecting piece 6, and tightly connecting the adjacent widened unit dam bodies 41 and the adjacent widened unit dam bodies 41 with the middle unit dam body 21 through the bolt connecting piece 5;
s4, intercepting two sides of the widened unit dam 41, and performing waterproof treatment on the outer side surface of the widened unit dam 41;
s5, sequentially hoisting a plurality of outer unit dam bodies 31, placing the outer unit dam bodies 31 into the sea, fastening and connecting the outer unit dam bodies 31 with the seabed base surface 1 through the ground bolt connecting piece 6, and fastening and connecting the adjacent outer unit dam bodies 31, the adjacent outer unit dam bodies 31 and the widened unit dam bodies 41 through the bolt connecting piece 5;
s6, intercepting the two sides of the outer unit dam 31, and performing waterproof treatment on the outer side surface of the outer unit dam 31.
The middle unit dam body 21, the widened unit dam body 41 and the outer unit dam body 31 are all formed with filling cavities, openings are formed in the tops of the filling cavities, and after the middle unit dam body 21, the widened unit dam body 41 and the outer unit dam body 31 are connected, accumulated water in the filling cavities is pumped out, and crushed aggregates and concrete are filled in the cavities.
In the present specification, each embodiment is described in a progressive manner, and each embodiment is mainly described in a different point from other embodiments, and identical and similar parts between the embodiments are all enough to refer to each other. For the device disclosed in the embodiment, since it corresponds to the method disclosed in the embodiment, the description is relatively simple, and the relevant points refer to the description of the method section.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (10)
1. A marine reservoir construction comprising a seabed base (1); characterized by further comprising: a middle dam module (2) and an outer dam module (3);
the middle dam body module (2) is formed by butt joint of a plurality of middle unit dam bodies (21), the plurality of middle unit dam bodies (21) are fixedly connected through bolt connectors (5), and the plurality of middle unit dam bodies (21) are fixedly connected with the seabed base surface (1) through ground bolt connectors (6);
the number of the outer dam body modules (3) is two, the outer dam body modules are respectively arranged at two sides of the middle dam body module (2), each outer dam body module (3) is formed by butting a plurality of outer unit dam bodies (31), a plurality of outer unit dam bodies (31) are connected, the outer unit dam bodies (31) are fixedly connected with the middle unit dam body (21) through bolt connectors (5), and the outer unit dam bodies (31) are fixedly connected with the seabed base surface (1) through ground bolt connectors (6).
2. A marine reservoir construction structure according to claim 1, further comprising a widened dam module (4) arranged between the intermediate dam module (2) and the outer dam module (3), the widened dam module (4) being composed of a plurality of widened unit dams (41) in butt joint, the widened unit dams (41) and the widened unit dams (41) being in fastening connection with the intermediate unit dam (21) and the outer unit dam (31) by means of stud connectors (5), the widened unit dams (41) being in fastening connection with the seabed base surface (1) by means of stud connectors (6).
3. A marine reservoir construction structure according to claim 2, wherein the butt joint of the intermediate unit dam (21), the butt joint of the widening unit dam (41) and the butt joint of the outer unit dam (31) are staggered.
4. A marine reservoir construction according to claim 2 or 3, wherein the intermediate unit dam (21), the widening unit dam (41) and the outer unit dam (31) are each formed with a filling cavity and have an opening at the top.
5. A marine reservoir construction as claimed in claim 4 wherein the cavity is filled with crushed aggregates and concrete.
6. A marine reservoir construction structure as claimed in claim 5 wherein reinforcing steel bars are drawn into the cavity.
7. The ocean reservoir construction structure according to claim 4, wherein the bottom surface of the middle unit dam (21) is provided with middle unit dam foundation connecting holes (211), and two sets of opposite side walls of the middle unit dam (21) are respectively provided with a middle unit dam first butt joint hole (212) and a middle unit dam second butt joint hole (213); the bottom surface of the widening unit dam body (41) is provided with a widening unit dam body foundation connecting hole (411), and two groups of side walls opposite to the widening unit dam body (41) are respectively provided with a widening unit dam body first butt joint hole (412) and a widening unit dam body second butt joint hole (413); the bottom surface of the outer unit dam body (31) is provided with outer unit dam body foundation connecting holes (311), one side wall of the outer unit dam body (31) opposite to the outer unit dam body is provided with outer unit dam body first butt joint holes (312), and the outer unit dam body (31) faces the side wall of the widened unit dam body (41) and is provided with outer unit dam body second butt joint holes (413).
8. A marine reservoir construction structure according to claim 2 or 3, wherein the cross-sections of the intermediate unit dam (21) and the widening unit dam (41) are rectangular, and the cross-section of the outer unit dam (31) is right trapezoid.
9. A method of constructing a marine reservoir construction according to claim 1, comprising the steps of:
s1, sequentially hoisting a plurality of intermediate unit dam bodies (21), placing the intermediate unit dam bodies (21) into the sea, fastening and connecting the intermediate unit dam bodies (21) with a seabed base surface (1) through a ground bolt connecting piece (6), and fastening and connecting adjacent intermediate unit dam bodies (21) through a bolt connecting piece (5);
s2, intercepting the two sides of the middle dam body module (2), and performing waterproof treatment on the two side surfaces of the middle dam body module (2);
s3, sequentially hoisting a plurality of outer unit dam bodies (31), placing the outer unit dam bodies (31) into the sea, fastening and connecting the outer unit dam bodies (31) with the seabed base surface (1) through the ground bolt connecting piece (6), and fastening and connecting adjacent outer unit dam bodies (31) and adjacent outer unit dam bodies (31) with the middle unit dam bodies (21) through the bolt connecting piece (5);
s4, intercepting the two sides of the outer unit dam body (31), and performing waterproof treatment on the outer side surface of the outer unit dam body (31).
10. A method of constructing a marine reservoir construction according to claim 9, wherein the intermediate unit dam (21) and the outer unit dam (31) are each formed with a filling cavity and an opening at the top, and after the intermediate unit dam (21) and the outer unit dam (31) are connected, the water in the filling cavities is evacuated and crushed aggregates and concrete are filled into the cavities.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311078811.9A CN117211233A (en) | 2023-08-25 | 2023-08-25 | Ocean reservoir building structure and building method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311078811.9A CN117211233A (en) | 2023-08-25 | 2023-08-25 | Ocean reservoir building structure and building method thereof |
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| Publication Number | Publication Date |
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| CN117211233A true CN117211233A (en) | 2023-12-12 |
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| CN202311078811.9A Pending CN117211233A (en) | 2023-08-25 | 2023-08-25 | Ocean reservoir building structure and building method thereof |
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| CN (1) | CN117211233A (en) |
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- 2023-08-25 CN CN202311078811.9A patent/CN117211233A/en active Pending
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