CN112726315A - Socket joint formula concrete road module - Google Patents
Socket joint formula concrete road module Download PDFInfo
- Publication number
- CN112726315A CN112726315A CN202011570345.2A CN202011570345A CN112726315A CN 112726315 A CN112726315 A CN 112726315A CN 202011570345 A CN202011570345 A CN 202011570345A CN 112726315 A CN112726315 A CN 112726315A
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- CN
- China
- Prior art keywords
- concrete road
- accommodating
- concrete
- parts
- module
- Prior art date
- 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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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
- E01C5/06—Pavings made of prefabricated single units made of units with cement or like binders
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
- E01C9/08—Temporary pavings
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
- E01C9/08—Temporary pavings
- E01C9/086—Temporary pavings made of concrete, wood, bitumen, rubber or synthetic material or a combination thereof
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
A socket concrete roadway module comprising: a main body part for forming a road together with adjacent concrete road modules; the accommodating part is used for accommodating the inserting parts of the adjacent concrete road modules; the accommodating part is arranged at a first end of the main body part; the inserting part is used for being inserted into the accommodating part of the adjacent concrete road module; the insertion part is arranged at the second end of the main body part; the locking part is used for locking the accommodating parts and the inserting parts on two adjacent concrete road modules; the locking parts are sequentially inserted into the accommodating parts and the inserting parts on two adjacent concrete road modules. The application provides a pair of socket joint formula concrete road module simple structure, reasonable in design, convenient operation, this module can be prefabricated in advance, paves fast, can fine solve urgent traffic, the difficult problem that interim road sclerosis influences the traffic, but reuse finishes that greatly improves efficiency of construction and construction quality, reduces construction cost.
Description
Technical Field
The invention belongs to the technical field of road construction, and particularly relates to a socket type concrete road module.
Background
In the building field, the influence of temporary road hardening on traffic is a difficult point, and the traditional method has the problems that traffic cannot be communicated in the road maintenance time, roads cannot be recycled, and the manufacturing cost is too high.
Disclosure of Invention
In order to solve the above problems, the present invention provides a socket type concrete road module, comprising:
a main body part for forming a road together with adjacent concrete road modules;
the accommodating part is used for accommodating the inserting parts of the adjacent concrete road modules; the accommodating part is arranged at a first end of the main body part;
the inserting part is used for being inserted into the accommodating part of the adjacent concrete road module; the insertion part is arranged at the second end of the main body part;
the locking part is used for locking the accommodating parts and the inserting parts on two adjacent concrete road modules; the locking parts are sequentially inserted into the accommodating parts and the inserting parts on two adjacent concrete road modules.
Preferably, the main body part is a concrete slab, and when the adjacent concrete road modules are correspondingly installed, the adjacent concrete slabs are correspondingly inserted.
Preferably, a cavity pipe is arranged on the main body part in a penetrating way.
Preferably, the cavity pipe penetrates the body portion in a horizontal direction.
Preferably, the receiving portion is formed to be inwardly recessed at the first end of the concrete slab.
Preferably, the insertion portion is formed to protrude outward from the second end of the concrete slab.
Preferably, the accommodating part is provided with a first hole, the insertion part is provided with a second hole, and when two adjacent concrete road modules are correspondingly installed, the locking part is sequentially inserted into the first hole of the accommodating part and the second hole of the insertion part on the two adjacent concrete road modules.
Preferably, the locking part is a latch.
The application provides a pair of socket joint formula concrete road module simple structure, reasonable in design, convenient operation, this module can be prefabricated in advance, paves fast, can fine solve urgent traffic, the difficult problem that interim road sclerosis influences the traffic, but reuse finishes that greatly improves efficiency of construction and construction quality, reduces construction cost.
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, and 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 side view of a socket concrete road module according to the present invention;
FIG. 2 is a schematic top view of a socket concrete road module according to the present invention;
fig. 3 is a schematic structural view of a locking part in a socket type concrete road module provided by the invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be described in further detail with reference to the accompanying drawings in conjunction with the following detailed description. It should be understood that the description is intended to be exemplary only, and is not intended to limit the scope of the present invention. Moreover, in the following description, descriptions of well-known structures and techniques are omitted so as to not unnecessarily obscure the concepts of the present invention.
Referring to fig. 1-3, in an embodiment of the present application, the present invention provides a socket concrete road module, including:
a main body part 1 for forming a road together with adjacent concrete road modules;
the accommodating part 2 is used for accommodating the inserting part 3 of the adjacent concrete road module; the accommodating part 2 is arranged at a first end of the main body part 1;
the inserting part 3 is used for being inserted into the accommodating part 2 of the adjacent concrete road module; the inserting part 3 is arranged at the second end of the main body part 1;
the locking part 4 is used for locking the accommodating parts 2 and the inserting parts 3 on two adjacent concrete road modules; the locking part 4 is inserted into the accommodating part 2 and the inserting part 3 of two adjacent concrete road modules in sequence.
When the socket concrete road modules are assembled to form a road, the socket concrete road modules are placed end to end, then two adjacent socket concrete road modules are selected, the inserting part 3 of the first socket concrete road module is inserted into the accommodating part 2 of the second socket concrete road module, then the locking part 4 is sequentially inserted into the inserting part 3 and the accommodating part 2, and the process is repeated until all the adjacent socket concrete road modules are connected according to the method.
In the embodiment of the present application, as shown in fig. 1 to 3, the main body 1 is a concrete slab, and when the adjacent concrete road modules are correspondingly installed, the adjacent concrete slabs are correspondingly inserted.
In the embodiment of the present application, the main body 1 is a concrete slab, which may be preformed as required, and the length and width may be arbitrarily selected as required. When the road is paved, two adjacent concrete plates are correspondingly spliced.
As shown in fig. 1 to 3, in the embodiment of the present application, a cavity tube 5 is disposed through the main body 1. The cavity pipe 5 may be used for burying pipelines such as drainage pipes, cables, etc.
In the present embodiment, the cavity tube 5 penetrates the main body 1 in the horizontal direction. In order to prevent the pipeline in the cavity pipe 5 from being corroded and interfered by the outside, the cavity pipe 5 needs to be arranged to penetrate through the main body part 1 along the horizontal direction.
In the embodiment of the present application, as shown in fig. 1 to 3, the receiving portion 2 is formed to be inwardly recessed at the first end of the concrete slab. The inserting part 3 is formed by protruding outwards at the second end of the concrete slab.
In the embodiment of the application, a first end of a concrete plate is inwards sunken to form a containing part 2, a second end of the concrete plate is outwards protruded to form a plug part 3, and the containing part 2 and the plug part 3 are just of a size and a shape that the containing part 2 allows the plug part 3 to enter.
As shown in fig. 1 to 3, in the embodiment of the present application, a first hole 6 is provided on the accommodating portion 2, a second hole 7 is provided on the inserting portion 3, and when two adjacent concrete road modules are correspondingly installed, the locking portion 4 is sequentially inserted into the first hole 6 of the accommodating portion 2 and the second hole 7 of the inserting portion 3 on two adjacent concrete road modules.
In this embodiment of the application, when two adjacent concrete road modules are correspondingly installed, the locking portion 4 is sequentially inserted into the first hole 6 of the accommodating portion 2 and the second hole 7 of the inserting portion 3 on the two adjacent concrete road modules, so as to lock the two adjacent concrete road modules.
In the embodiment of the present application, the locking portion 4 is a latch, as shown in fig. 1 to 3. And inserting a bolt into the first hole 6 of the accommodating part 2 and the second hole 7 of the inserting part 3 of two adjacent concrete road modules in sequence, thereby realizing the locking of the two adjacent concrete road modules.
The application provides a pair of socket joint formula concrete road module simple structure, reasonable in design, convenient operation, this module can be prefabricated in advance, paves fast, can fine solve urgent traffic, the difficult problem that interim road sclerosis influences the traffic, but reuse finishes that greatly improves efficiency of construction and construction quality, reduces construction cost.
It is to be understood that the above-described embodiments of the present invention are merely illustrative of or explaining the principles of the invention and are not to be construed as limiting the invention. Therefore, any modification, equivalent replacement, improvement and the like made without departing from the spirit and scope of the present invention should be included in the protection scope of the present invention. Further, it is intended that the appended claims cover all such variations and modifications as fall within the scope and boundaries of the appended claims or the equivalents of such scope and boundaries.
Claims (8)
1. A socket and spigot concrete road module, comprising:
a main body part for forming a road together with adjacent concrete road modules;
the accommodating part is used for accommodating the inserting parts of the adjacent concrete road modules; the accommodating part is arranged at a first end of the main body part;
the inserting part is used for being inserted into the accommodating part of the adjacent concrete road module; the insertion part is arranged at the second end of the main body part;
the locking part is used for locking the accommodating parts and the inserting parts on two adjacent concrete road modules; the locking parts are sequentially inserted into the accommodating parts and the inserting parts on two adjacent concrete road modules.
2. The socket concrete road module according to claim 1, wherein the main body is a concrete slab, and when the concrete road module is correspondingly installed adjacent to the concrete slab, the concrete slab is correspondingly plugged into the concrete slab.
3. The socket concrete road module according to claim 1 or 2, wherein a cavity pipe is provided through the main body portion.
4. The socket concrete roadway module of claim 3, wherein the cavity tube extends horizontally through the body portion.
5. The socket concrete road module according to claim 1, wherein the receiving portion is formed inwardly depressed at the first end of the concrete slab.
6. The socket concrete roadway module of claim 1, wherein said spigot portion is formed to project outwardly from said second end of said concrete slab.
7. The socket type concrete road module according to claim 1, wherein the receiving portion is provided with a first hole, and the inserting portion is provided with a second hole, and when two adjacent concrete road modules are correspondingly installed, the locking portion is inserted into the first hole of the receiving portion and the second hole of the inserting portion of the two adjacent concrete road modules in sequence.
8. The female concrete roadway module of claim 1 or 7, wherein the locking portion is a latch.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202011570345.2A CN112726315A (en) | 2020-12-26 | 2020-12-26 | Socket joint formula concrete road module |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202011570345.2A CN112726315A (en) | 2020-12-26 | 2020-12-26 | Socket joint formula concrete road module |
Publications (1)
Publication Number | Publication Date |
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CN112726315A true CN112726315A (en) | 2021-04-30 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202011570345.2A Pending CN112726315A (en) | 2020-12-26 | 2020-12-26 | Socket joint formula concrete road module |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113668323A (en) * | 2021-07-23 | 2021-11-19 | 上海宝冶集团有限公司 | Construction method for precast concrete antiskid plate surface with drainage system |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110644323A (en) * | 2019-09-10 | 2020-01-03 | 中交武汉港湾工程设计研究院有限公司 | Pavement slab, pavement structure and construction method suitable for temporary road soft soil foundation |
CN210031384U (en) * | 2019-03-15 | 2020-02-07 | 天津市丙辉建材科技开发有限公司 | Double-key type curve key pin type precast concrete pavement |
CN210140745U (en) * | 2019-03-15 | 2020-03-13 | 天津市丙辉建材科技开发有限公司 | Zipper type shear key type precast concrete pavement |
CN210826978U (en) * | 2019-08-30 | 2020-06-23 | 新乡市正方复合材料有限公司 | Assembled temporary road plate |
CN211689730U (en) * | 2019-12-26 | 2020-10-16 | 宁波中淳高科股份有限公司 | Mechanically-connected precast concrete road base plate |
-
2020
- 2020-12-26 CN CN202011570345.2A patent/CN112726315A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN210031384U (en) * | 2019-03-15 | 2020-02-07 | 天津市丙辉建材科技开发有限公司 | Double-key type curve key pin type precast concrete pavement |
CN210140745U (en) * | 2019-03-15 | 2020-03-13 | 天津市丙辉建材科技开发有限公司 | Zipper type shear key type precast concrete pavement |
CN210826978U (en) * | 2019-08-30 | 2020-06-23 | 新乡市正方复合材料有限公司 | Assembled temporary road plate |
CN110644323A (en) * | 2019-09-10 | 2020-01-03 | 中交武汉港湾工程设计研究院有限公司 | Pavement slab, pavement structure and construction method suitable for temporary road soft soil foundation |
CN211689730U (en) * | 2019-12-26 | 2020-10-16 | 宁波中淳高科股份有限公司 | Mechanically-connected precast concrete road base plate |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113668323A (en) * | 2021-07-23 | 2021-11-19 | 上海宝冶集团有限公司 | Construction method for precast concrete antiskid plate surface with drainage system |
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Application publication date: 20210430 |
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