CN213296031U - Novel assembled concrete gallery road structure on water - Google Patents
Novel assembled concrete gallery road structure on water Download PDFInfo
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- CN213296031U CN213296031U CN202021592260.XU CN202021592260U CN213296031U CN 213296031 U CN213296031 U CN 213296031U CN 202021592260 U CN202021592260 U CN 202021592260U CN 213296031 U CN213296031 U CN 213296031U
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Abstract
The utility model discloses a novel assembled concrete water plank road structure, which comprises a plurality of sections of prefabricated plank road units arranged in parallel, wherein each section of prefabricated plank road unit consists of a prefabricated beamless plate and a plurality of prefabricated pile foundations, the plurality of prefabricated pile foundations are arranged in a foundation at intervals, and the upper ends of the prefabricated plank road units are respectively fixedly connected with the lower plate surface of the prefabricated beamless plate; when two adjacent sections of prefabricated plank road units are spliced, the right side surface of the prefabricated beamless plate of one section of prefabricated plank road unit is fixedly connected with the left side surface of the prefabricated beamless plate of the other section of prefabricated plank road unit. The utility model discloses accelerate the construction progress effectively, it is little to the influence of surrounding environment, need not to set up the expense temporarily, the maintenance time is short, the edgewise see have the structure list thin with slim and graceful, visual effect good, landscape effect advantage such as good, have stronger popularization nature and higher practical value.
Description
Technical Field
The utility model relates to a hydraulic engineering technical field especially relates to a novel assembled concrete gallery road structure on water.
Background
In recent years, with the increase of comprehensive treatment strength of medium and small river channels and the demands of people on water landscape and hydrophilicity, a large number of water trestles are built on the near shore and in water, and for the water trestles with wide and large surface area, in order to reduce the workload of operation, management and maintenance, a concrete structure is mostly adopted, the upper structure adopts an integral cast-in-place beam-slab structure 10, and the lower structure adopts a precast pile structure 20, as shown in fig. 1.
However, the existing construction of the water plank road needs to set up full framing scaffold and formwork in water, and has high temporary cost, low working efficiency, long maintenance time and great influence on the surrounding environment. The applicant has therefore made an advantageous search and attempt to solve the above-mentioned problems, in the context of which the technical solutions to be described below have been created.
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 novel assembly type concrete water plank road structure which accelerates the construction progress, reduces the temporary erection cost, has short maintenance time and reduces the influence on the surrounding environment is provided.
The utility model discloses the technical problem that will solve can adopt following technical scheme to realize:
a novel assembly type concrete water plank road structure comprises a plurality of sections of prefabricated plank road units which are arranged in parallel, wherein each section of prefabricated plank road unit consists of a prefabricated beamless plate and a plurality of prefabricated pile foundations, the plurality of prefabricated pile foundations are arranged in a foundation at intervals, and the upper ends of the prefabricated plank road units are fixedly connected with the lower plate surface of the prefabricated beamless plate respectively; when two adjacent sections of prefabricated plank road units are spliced, the right side surface of the prefabricated beamless plate of one section of prefabricated plank road unit is fixedly connected with the left side surface of the prefabricated beamless plate of the other section of prefabricated plank road unit.
The utility model discloses a preferred embodiment, the upper end of each prefabricated pile foundation is seted up one along the axially extended reservation connecting hole set up on the prefabricated no beam slab a plurality of with a plurality of prefabricated pile foundations are the connecting hole of one-to-one, be equipped with a connecting reinforcement in each reservation connecting hole and the connecting hole interpolation that corresponds rather than, and the pouring concrete in reservation connecting hole and the connecting hole.
In a preferred embodiment of the present invention, a plurality of left side connecting grooves are spaced apart from each other at the left side edge of the upper plate surface of the prefabricated beamless plate, and a left side connecting reinforcement is reserved in each left side connecting groove; a plurality of right side connecting grooves which are in one-to-one correspondence with the left side connecting grooves are arranged at the right side edge of the upper plate surface of the prefabricated beamless plate at intervals, and a right side connecting steel bar is reserved in each right side connecting groove; when two adjacent precast beamless plates are fixedly connected, the right connecting groove of one precast beamless plate is aligned and spliced with the left connecting groove of the other precast beamless plate, an additional connecting steel bar used for connecting the right connecting steel bar with the left connecting steel bar is arranged in the area formed by enclosing the right connecting groove and the left connecting groove, and concrete is poured in the area.
In a preferred embodiment of the present invention, the prefabricated pile foundation is a prefabricated square pile.
Due to the adoption of the technical scheme, the beneficial effects of the utility model reside in that: the utility model discloses a concatenation of the prefabricated plank road unit of a plurality of sections forms, every section prefabricated plank road unit is carried out the scene concatenation by prefabricated no beam slab and a plurality of prefabricated pile foundation simultaneously and is formed, all structures all transport to the scene after the prefabricated shaping of mill and assemble, accelerate the construction progress effectively, little to the influence of surrounding environment, need not to set up the expense temporarily, the maintenance time is short, it is thin and slim and graceful to have the structure list from the side, visual effect is good, advantages such as view effect is good, but stronger popularization nature and higher practical value have.
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 structural view of a conventional water plank road structure.
Fig. 2 is a schematic structural diagram of an embodiment of the novel fabricated concrete water plank road structure of the present invention.
Fig. 3 is the three-dimensional structure schematic diagram of the prefabricated plank road unit of the utility model.
Fig. 4 is a schematic three-dimensional structure diagram of the prefabricated beamless slab of the present invention.
Fig. 5 is a top view of the prefabricated beamless panel of the present invention.
Fig. 6 is a sectional view taken along line a-a of fig. 5.
Fig. 7 is a side view of the precast pile foundation of the present invention.
Fig. 8 is a top view of the prefabricated pile foundation of the present invention.
Fig. 9 is a schematic connection diagram of two adjacent prefabricated beamless slabs of the present invention.
Fig. 10 is a schematic structural diagram of another embodiment of the novel fabricated concrete water plank road structure of the present invention.
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. 2, a novel fabricated concrete water plank road structure is shown, which comprises two sections of prefabricated plank road units 1000 arranged in parallel. Of course, the number of prefabricated plank road units 1000 is not limited to the number in this embodiment, and it should be set according to the length of the water plank road structure.
Referring to fig. 3, each segment of prefabricated plank road unit 1000 is composed of a prefabricated beamless slab 100 and four prefabricated pile foundations 200. Of course, the number of the precast pile foundations 200 is not limited to the number in the present embodiment, and it should be designed according to the area and the supporting requirement of the precast beamless slab 100. Four prefabricated pile foundations 200 are arranged in the foundation at intervals, and the upper ends of the four prefabricated pile foundations are fixedly connected with the lower plate surface of the prefabricated beamless slab 100 respectively. The prefabricated beamless plate 100 and each prefabricated pile foundation 200 are prefabricated and molded in a factory and then transported to the site for assembly. In the present embodiment, the prefabricated pile foundation 200 is preferably a prefabricated square pile.
Further, referring to fig. 4, the upper end of each prefabricated pile foundation 200 is provided with a reserved connection hole 210 extending along the axial direction; referring to fig. 7 and 8, four connecting through holes 110 are spaced apart from each other on the prefabricated beamless slab 100 in a one-to-one correspondence relationship with four prefabricated pile foundations 200. During assembly, firstly, the four prefabricated pile foundations 200 are respectively arranged in the foundation of a preset area at intervals, then the prefabricated beamless plate 100 is placed on the pile tops of the four prefabricated pile foundations 200, so that the four connecting through holes 110 of the prefabricated beamless plate 100 respectively correspond to and are communicated with the reserved connecting holes 210 on the pile tops of the four prefabricated pile foundations 200, then a connecting steel bar 10 is inserted into each reserved connecting hole 210 and the connecting through hole 110 corresponding to the reserved connecting hole 210, and finally concrete is poured into the reserved connecting holes 210 and the connecting through holes 110, as shown in fig. 10, so that the prefabricated beamless plate 100 is fixedly connected with the four prefabricated pile foundations 200.
Referring to fig. 2, when two adjacent prefabricated plank road units 1000 are spliced, the right side surface of the prefabricated beamless plate 100 of one of the prefabricated plank road units 1000 is fixedly connected with the left side surface of the prefabricated beamless plate 100 of the other prefabricated plank road unit 1000. Specifically, referring to fig. 4 to 6, a plurality of left connecting grooves 120 are spaced apart from each other at the left edge of the upper plate surface of the prefabricated beamless plate 100, and a left connecting reinforcement 121 is reserved in each left connecting groove; a plurality of right connecting grooves 130 corresponding to the left connecting grooves 120 are formed at the right edge of the upper plate surface of the prefabricated beamless plate 100 at intervals, and a right connecting steel bar 131 is reserved in each right connecting groove 130. When two adjacent precast beamless plates 100 are fixedly connected, the right connecting groove 130 of one precast beamless plate 100 is aligned and spliced with the left connecting groove 120 of the other precast beamless plate 100, as shown in fig. 9, an additional connecting steel bar 20 for connecting the right connecting steel bar 131 with the left connecting steel bar 121 is arranged in an area enclosed by the right connecting groove 130 and the left connecting groove 120, and concrete is poured in the area, so that the two adjacent precast beamless plates 100 are fixedly connected into a whole.
Referring to fig. 10, after the construction is completed, a handrail 300, a pavement layer (not shown in the figure), and the like can be constructed on the novel fabricated concrete water plank road structure by using a conventional method.
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 (4)
1. A novel assembly type concrete water plank road structure comprises a plurality of sections of prefabricated plank road units which are arranged in parallel, wherein each section of prefabricated plank road unit consists of a prefabricated beamless plate and a plurality of prefabricated pile foundations, the plurality of prefabricated pile foundations are arranged in a foundation at intervals, and the upper ends of the prefabricated plank road units are fixedly connected with the lower plate surface of the prefabricated beamless plate respectively; when two adjacent sections of prefabricated plank road units are spliced, the right side surface of the prefabricated beamless plate of one section of prefabricated plank road unit is fixedly connected with the left side surface of the prefabricated beamless plate of the other section of prefabricated plank road unit.
2. The structure of claim 1, wherein each prefabricated pile foundation has an axially extending hole, the prefabricated slab has a plurality of holes corresponding to the plurality of prefabricated pile foundations, a connecting bar is inserted into each hole and the hole, and concrete is poured into the holes.
3. The novel assembled concrete water plank road structure of claim 1, wherein a plurality of left connecting grooves are arranged at the left edge of the upper plate surface of the precast beamless plate at intervals, and a left connecting steel bar is reserved in each left connecting groove; a plurality of right side connecting grooves which are in one-to-one correspondence with the left side connecting grooves are arranged at the right side edge of the upper plate surface of the prefabricated beamless plate at intervals, and a right side connecting steel bar is reserved in each right side connecting groove; when two adjacent precast beamless plates are fixedly connected, the right connecting groove of one precast beamless plate is aligned and spliced with the left connecting groove of the other precast beamless plate, an additional connecting steel bar used for connecting the right connecting steel bar with the left connecting steel bar is arranged in the area formed by enclosing the right connecting groove and the left connecting groove, and concrete is poured in the area.
4. The novel fabricated concrete water plank road structure of claim 1, wherein said precast pile foundation is a precast square pile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021592260.XU CN213296031U (en) | 2020-08-04 | 2020-08-04 | Novel assembled concrete gallery road structure on water |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021592260.XU CN213296031U (en) | 2020-08-04 | 2020-08-04 | Novel assembled concrete gallery road structure on water |
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| CN213296031U true CN213296031U (en) | 2021-05-28 |
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| CN202021592260.XU Active CN213296031U (en) | 2020-08-04 | 2020-08-04 | Novel assembled concrete gallery road structure on water |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113863062A (en) * | 2021-10-29 | 2021-12-31 | 同济大学 | Prefabricated pile slab structure roadbed joint structure of assembling |
| CN114922133A (en) * | 2022-05-30 | 2022-08-19 | 河海大学 | Landscape ecological coupling platform based on river and lake bank zone self-adaptive assembly and construction method |
-
2020
- 2020-08-04 CN CN202021592260.XU patent/CN213296031U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113863062A (en) * | 2021-10-29 | 2021-12-31 | 同济大学 | Prefabricated pile slab structure roadbed joint structure of assembling |
| CN114922133A (en) * | 2022-05-30 | 2022-08-19 | 河海大学 | Landscape ecological coupling platform based on river and lake bank zone self-adaptive assembly and construction method |
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