CN218322241U - Straightness control structure is installed to high drop regional district road flat stone - Google Patents

Straightness control structure is installed to high drop regional district road flat stone Download PDF

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Publication number
CN218322241U
CN218322241U CN202222295448.3U CN202222295448U CN218322241U CN 218322241 U CN218322241 U CN 218322241U CN 202222295448 U CN202222295448 U CN 202222295448U CN 218322241 U CN218322241 U CN 218322241U
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road
flat stone
straightness
stones
stone
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CN202222295448.3U
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张妍
张勋来
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China MCC17 Group Co Ltd
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China MCC17 Group Co Ltd
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

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Abstract

The invention discloses a straightness control structure for mounting a road flat stone in a high-fall area community, which comprises a plurality of road water collecting wells, wherein one side of each road water collecting well is provided with a reserved hole, a steel bar pile is inserted in each reserved hole, a stay wire is fixedly connected to each adjacent steel bar pile, and a rope tightener is arranged on each stay wire.

Description

Straightness control structure is installed to high drop regional district road flat stone
Technical Field
The invention relates to the technical field of road construction, in particular to a straightness control structure for mounting road flat stones in a high-fall area community.
Background
At present, people in China have higher requirements on living environment and cell quality, all cell roads adopt asphalt surface layers, however, under the condition of high backfill, correct related processes are adopted and used in a targeted manner, the smooth slope and no water accumulation phenomenon of the cell road surfaces are ensured, and the quality and the construction quality of the cells are directly concerned.
When the district road design, all can set up the road flat stone in road both sides to according to actual conditions such as the elevation of district, or in the turn, or set up rainwater water-collecting well at a certain distance apart, utilize the vertical slope of road flat stone to collect the rainwater fast, conventional way is: after the roadbed is filled and compacted, according to the position of drawing design, excavate road water-collecting well to accomplish rainwater well's construction work, then lay the flat stone of way between two rainwater wells, when the flat stone of way was under construction, all can act as go-between and lay, the reason of the quality of acting as go-between, moreover human factor often can cause the flagging of acting as go-between, directly influence the installation of the flat stone of way and accomplish the back, can not reach the smooth and easy requirement of slope, and then influence the drainage rate on road surface, the phenomenon that can produce ponding even takes place. If no specific measures are taken, the phenomenon is eliminated, and the construction quality of the residential road and the quality of the residential area are directly influenced.
Disclosure of Invention
The invention aims to solve the problems that in the prior art, when a road flat stone is constructed, a stay wire droops, the requirement of smooth gradient cannot be met, the drainage speed of a road surface is influenced, and even water accumulation can be generated.
In order to achieve the purpose, the invention adopts the following technical scheme:
the utility model provides a high drop regional district road flat stone installation is in same direction as straightness control structure, includes a plurality of road water-collecting well, one side of road water-collecting well is equipped with the preformed hole, the preformed hole is inserted and is equipped with the steel bar pile, and is adjacent fixedly connected with acts as go-between on the steel bar pile, be provided with euphroe on acting as go-between.
Preferably, the pull line is a steel wire or a steel wire rope.
Preferably, the distance between adjacent reinforced steel bar piles is less than or equal to 30 meters.
Preferably, the diameter of the pull wire is 0.6 to 2mm.
Preferably, a road leveling stone is laid between the road water collecting wells, and the top surface of the road leveling stone is consistent with the height of the stay wire.
Preferably, mortar is laid at the bottom of the road flat stone, and the thickness of the mortar is determined according to the height difference between the stay wire and the road flat stone.
Preferably, a road asphalt surface layer is laid on one side of the road flat stone, and the stay wire is arranged between the road flat stone and the road asphalt surface layer.
Compared with the prior art, the invention provides a straightness control structure for installing the road flat stone in the high-fall area community, the stay wire installed on the reinforced pile is tensioned by using the rope tightener, the stay wire is adjusted according to the width of the road flat stone and the thickness of mortar, so that the stay wire can be positioned between the road flat stone surface layer and the road asphalt surface layer, and is fastened by using the rope tightener, the favorable straightness can be kept within a certain length, and finally the road flat stone is paved along the tensioned stay wire, so that the straightness of the road flat stone during paving and installation can be ensured, the rapid collection of rainwater on the road surface is further ensured, and the construction quality and the forming effect of the community road are improved.
Drawings
FIG. 1 is a schematic elevation structure view of a straightness control structure for a road flat stone installation in a high-fall area;
fig. 2 is a schematic top view of a straightness control structure for road flat stone installation in a high-fall area cell according to the present invention.
In the figure: 1. the method comprises the following steps of (1) a road water collecting well, 2) a preformed hole, 3 a steel bar pile, 4 a steel wire, 5 a rope tightening device, 6 mortar, 7 a road flat stone, 8 and a road asphalt surface layer.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like, are used in the orientations and positional relationships indicated in the drawings, which are based on the orientations and positional relationships indicated in the drawings, and are used for convenience of description and simplicity of description, but do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, are not to be construed as limiting the present invention.
Example one
Referring to fig. 1-2, the straightness control structure is installed to high-fall regional district road flat stone 7, including a plurality of road water-collecting well 1, one side of road water-collecting well 1 is equipped with preformed hole 2, 2 interpolation in preformed hole are equipped with steel bar pile 3, and adjacent fixedly connected with is acted as go-between 4 on the steel bar pile 3, be provided with euphroe 5 on acting as go-between 4.
Example two
On the basis of the first embodiment, the stay wire 4 is a steel wire or a steel wire rope, the distance between the adjacent steel bar piles 3 is less than or equal to 30 meters, the diameter of the stay wire 4 is 0.6-2 mm, a road flat stone 7 is paved between the road water collecting wells 1, the top surface of the road flat stone 7 is consistent with the height of the stay wire 4, mortar 6 is paved at the bottom of the road flat stone 7, the thickness of the mortar 6 is determined according to the height of the stay wire 4 and the height difference of the road flat stone 7, a road asphalt surface layer 8 is paved on one side of the road flat stone 7, and the stay wire 4 is arranged between the road flat stone 7 and the road asphalt surface layer 8.
The implementation mode of the invention is as follows:
the method comprises the following steps: in the construction process of the road water collecting well 1, a preformed hole 2 is arranged on the inner side of a road flat stone 7 designed by a drawing;
step two: before paving road flat stones 7, placing reinforced piles 3 in the preformed holes 2 of the two road water collection wells 1, installing stay wires 4 on the reinforced piles 3, and performing pretension by using a rope tightener 5;
step three: according to the width of the road flat stone 7 and the thickness of the mortar 6, the stay wire 4 is adjusted to be positioned between the road flat stone 7 surface layer and the road asphalt surface layer 8 and then fastened by the rope tightener 5;
step four: before paving and installing the road flat stones 7, the road flat stones 7 are pre-installed to determine the virtual paving thickness of the mortar 6, and finally, the road flat stones 7 are paved and installed in a large area.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention should be equivalent or changed within the scope of the present invention.

Claims (7)

1. The utility model provides a high drop regional district road flat stone installation straightness control structure, includes a plurality of road water-collecting well, its characterized in that, one side of road water-collecting well is equipped with the preformed hole, the preformed hole is downthehole to be inserted and is equipped with the steel bar pile, and is adjacent fixedly connected with acts as go-between on the steel bar pile, be provided with euphroe on acting as go-between.
2. The structure for controlling the straightness of the installation of the flat stones for the roads in the high-fall area is characterized in that the stay wire is a steel wire or a steel wire rope.
3. The structure of claim 1, wherein the distance between adjacent reinforcement piles is less than or equal to 30 m.
4. The structure for controlling the straightness of the installation of the flat stones for the roads in the high-fall area cell as claimed in claim 1, wherein the diameter of the pull wire is 0.6 to 2mm.
5. The structure for controlling the straightness of the installed road stones in the high fall area community according to claim 1, wherein the road stones are laid between the road water-collecting wells, and the top surfaces of the road stones are as high as the set height of the stay wires.
6. The structure for controlling the straightness of installation of the road flat stone in the high-fall area cell is characterized in that mortar is paved at the bottom of the road flat stone, and the thickness of the mortar is determined according to the height difference between the height of the stay wire and the height of the road flat stone.
7. The structure of claim 6, wherein a road asphalt surface layer is laid on one side of the road flat stone, and the pulling wire is arranged between the road flat stone and the road asphalt surface layer.
CN202222295448.3U 2022-08-30 2022-08-30 Straightness control structure is installed to high drop regional district road flat stone Active CN218322241U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202222295448.3U CN218322241U (en) 2022-08-30 2022-08-30 Straightness control structure is installed to high drop regional district road flat stone

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222295448.3U CN218322241U (en) 2022-08-30 2022-08-30 Straightness control structure is installed to high drop regional district road flat stone

Publications (1)

Publication Number Publication Date
CN218322241U true CN218322241U (en) 2023-01-17

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ID=84885271

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202222295448.3U Active CN218322241U (en) 2022-08-30 2022-08-30 Straightness control structure is installed to high drop regional district road flat stone

Country Status (1)

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CN (1) CN218322241U (en)

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