CN220767622U - Advanced reservation replacement device for municipal road roadside water collecting well - Google Patents
Advanced reservation replacement device for municipal road roadside water collecting well Download PDFInfo
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- CN220767622U CN220767622U CN202322077486.6U CN202322077486U CN220767622U CN 220767622 U CN220767622 U CN 220767622U CN 202322077486 U CN202322077486 U CN 202322077486U CN 220767622 U CN220767622 U CN 220767622U
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- layer structure
- lateral
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- shaped end
- pavement
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 29
- 238000010276 construction Methods 0.000 claims abstract description 39
- 238000003892 spreading Methods 0.000 claims abstract description 14
- 238000003825 pressing Methods 0.000 claims description 19
- 239000004576 sand Substances 0.000 claims description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 238000006073 displacement reaction Methods 0.000 claims description 5
- 239000000463 material Substances 0.000 abstract description 8
- 239000002699 waste material Substances 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 6
- 238000005096 rolling process Methods 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 3
- 230000006835 compression Effects 0.000 description 3
- 238000007906 compression Methods 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 238000001125 extrusion Methods 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model discloses an advanced reservation replacement device for a municipal road roadside water collecting well, which comprises a cover plate and a lateral enclosing structure, wherein the lateral enclosing structure comprises a bottom layer structure, a middle layer structure and an upper layer structure; the cover plate is used for covering the lateral enclosure structure; the top of the bottom layer structure is connected with the bottom of the middle layer structure through a mortise and tenon structure; the top of the middle layer structure is connected with the bottom of the top layer structure through a mortise and tenon structure; the bottom layer structure, the middle layer structure and the upper layer structure all comprise two symmetrically arranged U-shaped end plates positioned at two ends and a middle plate positioned between the two U-shaped end plates, and two ends of the middle plate are respectively matched with the corresponding U-shaped end plates in an inserting mode through a tongue-and-groove structure. The utility model avoids the problem that the hardened spreading layer is difficult to excavate, improves the construction efficiency, saves the materials for spreading construction, saves the cost brought by processing the excavated materials, and also avoids the environment pollution caused by the waste materials formed by excavating the pavement.
Description
Technical Field
The utility model relates to the technical field of pavement construction.
Background
The road construction needs to be paved with a layer (such as 30 cm) each time, and the pavement construction is completed by paving the next layer upwards after rolling, and most of the road construction is completed by paving three layers.
The road is provided with a water collecting well, and the water collecting well with square section is widely applied. The existing construction sequence of the water receiving well is as follows:
firstly, pavement paving construction is completed, then excavation is carried out at a preset water receiving well position, and a water receiving well is constructed.
Such a construction method has the following drawbacks:
1. the pavement spreading layer has higher hardness and firm structure, the difficulty of excavation after the spreading is finished is very large, and the construction efficiency is also lower.
2. The dug paving layer structure becomes waste material when the excavation is carried out, and the environment can be polluted without treatment; the special transportation and innocent treatment have high cost.
3. Just paved and excavated, the materials used for paving the pavement are wasted.
Disclosure of Invention
The utility model aims to provide an advanced reservation replacement device for a municipal road roadside water receiving well, which is used for changing the current construction situation of the water receiving well which is paved and then excavated.
In order to achieve the above purpose, the advanced reservation displacement device for the municipal road roadside water receiving well is used for the construction of a square water receiving well and comprises a bottom layer structure, a middle layer structure, an upper layer structure and a cover plate; the bottom layer structure, the middle layer structure and the upper layer structure are collectively called a lateral enclosure structure, and the cover plate is used for covering the lateral enclosure structure; the thickness of the cover plate is less than or equal to 1 cm;
the top of the bottom layer structure is connected with the bottom of the middle layer structure through a mortise and tenon structure; the top of the middle layer structure is connected with the bottom of the top layer structure through a mortise and tenon structure;
the bottom layer structure, the middle layer structure and the upper layer structure comprise two symmetrically arranged U-shaped end plates at two ends and a middle plate between the two U-shaped end plates, and two ends of the middle plate are respectively in plug-in fit with the corresponding U-shaped end plates through tongue-and-groove structures; the number of the middle plates is more than or equal to 1;
the vertical height of the bottom layer structure is 1+/-0.1 cm smaller than the thickness of a preset pavement bottom layer spreading layer; the vertical height of the middle layer structure is the same as that of the preset pavement middle spreading layer, and the vertical height of the upper layer structure is the same as that of the preset pavement upper layer spreading layer.
The device also comprises a supporting device; the support device is used for forming a support between the opposite inner side walls of the lateral enclosure;
the supporting device comprises a steel pipe, wherein two ends of the steel pipe are respectively provided with internal threads and are respectively connected with a threaded rod in a threaded manner, and the end part of the threaded rod is fixedly connected with a pressing plate for reducing the pressing force of pressing; the top pressing plates at the two ends of the steel pipe are used for pressing the two opposite side walls of the lateral enclosure structure.
The bottom of the bottom layer structure is inwards and horizontally bent to form a bottom plate.
Handles are arranged in the middle of the inner wall of each lateral enclosing structure in the up-down direction, and two handles are symmetrically arranged on two opposite side walls of the lateral enclosing structure.
And sand bags for filling the inner cavities of the lateral enclosing structures are also included.
The tongue-and-groove structures at the two ends of each U-shaped end plate and the tongue-and-groove structures at the two ends of each middle plate are respectively provided with connecting holes, and the connecting holes on the tongue-and-groove structures which are mutually spliced are mutually communicated after being spliced.
The utility model has the following advantages:
by adopting the method, the position of the scheduled water receiving well can be enclosed by the method before each layer of paving construction of the pavement, so that after the paving construction of the pavement is finished, the hole of the construction water receiving well is formed only by dismantling the method, the problem that the hardened paving layer is difficult to excavate is avoided, the construction efficiency is improved, the materials for paving construction are saved, and the cost brought by processing the excavated materials is saved.
Before each paving layer of the pavement is constructed, the distance between the top pressing plates and the steel pipes is controlled by rotating the threaded rods before the cover plates are covered on the lateral enclosing structures, so that the two top pressing plates are pressed against the two opposite side walls of the lateral enclosing structures, the lateral enclosing structures can bear stronger lateral pressure, and lateral extrusion deformation in paving construction is avoided.
The bottom plate facilitates securing the utility model downwardly to the pavement base structure when desired.
The handle is convenient to connect with the lifting appliance for lifting, and the side enclosing structure is also convenient to manually put down or lift up during construction. When the utility model is dismantled, the lateral enclosing structure and the pavement spreading layer have certain binding force, so the lifting appliance is preferentially connected to the handle, and the lateral enclosing structure is pulled out upwards by mechanical force.
Before paving construction, sand and stone are used for filling the sand bag, and then the sand bag is used for filling the inner cavity of the utility model, so that the structural strength and the compression resistance of the utility model can be greatly improved.
The connecting holes can be used for conveniently connecting the mutually spliced rabbet structures (such as through pin connection), so that the utility model is firmer.
Drawings
FIG. 1 is a schematic top view of the present utility model;
FIG. 2 is a schematic view of the vertical exploded construction of the present utility model;
FIG. 3 is a schematic perspective exploded view of the substructure;
FIG. 4 is a schematic perspective exploded view of an intermediate structure;
FIG. 5 is a schematic perspective exploded view of the superstructure;
FIG. 6 is a schematic structural view of a support device;
fig. 7 is an exploded perspective view of the tongue and groove configuration of the mating relationship between the U-shaped end plate and the intermediate plate.
Detailed Description
As shown in fig. 1 to 7, the advanced reservation displacement device for the municipal road roadside water collection well is used for the construction of a square water collection well and comprises a bottom layer structure 1, a middle layer structure 2, an upper layer structure 3 and a cover plate; the bottom layer structure 1, the middle layer structure 2 and the upper layer structure 3 are collectively called a lateral enclosure structure, and a cover plate is used for covering the lateral enclosure structure; specifically, the cover plate is used for respectively covering the bottom layer structure 1, the middle layer structure 2 and the upper layer structure 3 along with the paving progress in paving construction; the thickness of the cover plate is less than or equal to 1 cm; the length and width of the lateral enclosure are each 2cm greater than the corresponding dimensions of the intended receiving well. The reserved space is used for plastering mortar on the outer side surface of the bricked water receiving well, and 2cm reserved on each side can be canceled when the water receiving well is prefabricated or cast-in-situ. The cover plate is of conventional construction and serves to conceal the top opening, not shown.
The top of the bottom layer structure 1 is connected with the bottom of the middle layer structure 2 through a mortise and tenon structure 4; the top of the middle layer structure 2 is connected with the bottom of the top layer structure through a mortise and tenon structure 4;
the bottom layer structure 1, the middle layer structure 2 and the upper layer structure 3 respectively comprise two symmetrically arranged U-shaped end plates 5 at two ends and a middle plate 6 positioned between the two U-shaped end plates 5, and two ends of the middle plate 6 are respectively in plug-in fit with the corresponding U-shaped end plates 5 through tongue-and-groove structures 12; the number of the intermediate plates 6 is 1 or more;
the vertical height of the substructure 1 is 1 + -0.1 cm less than the thickness of the predetermined pavement underlying layer; the vertical height of the middle layer structure 2 is the same as that of the preset pavement middle spreading layer, and the vertical height of the upper layer structure 3 is the same as that of the preset pavement upper layer spreading layer.
By adopting the method, the position of the scheduled water receiving well can be enclosed by the method before each layer of paving construction of the pavement, so that after the paving construction of the pavement is finished, the hole of the construction water receiving well is formed only by dismantling the method, the problem that the hardened paving layer is difficult to excavate is avoided, the construction efficiency is improved, the materials for paving construction are saved, and the cost brought by processing the excavated materials is saved.
The device also comprises a supporting device; the support device is used for forming a support between the opposite inner side walls of the lateral enclosure;
the supporting device comprises a steel pipe 7, wherein two ends of the steel pipe 7 are respectively provided with internal threads and are respectively connected with a threaded rod 8 in a threaded manner, and the end part of the threaded rod 8 is fixedly connected with a pressing plate 9 for reducing the pressing force of pressing; the pressing plates 9 at both ends of the steel pipe 7 are used for pressing opposite side walls of the lateral enclosure.
Before each paving layer of the pavement is constructed, the distance between the pressing plates 9 and the steel pipes 7 is controlled by rotating the threaded rods 8 before the cover plates are covered on the lateral enclosing structure, so that the two pressing plates 9 are pressed against the two opposite side walls of the lateral enclosing structure, the lateral enclosing structure can bear stronger lateral pressure, and lateral extrusion deformation in paving construction is avoided.
The bottom end of the substructure 1 is provided with a bottom plate 10 which is bent inwards horizontally. The sole plate 10 facilitates securing the utility model downwardly to a pavement base structure when required.
Handles 11 are arranged in the middle of the inner wall of each lateral enclosing structure in the up-down direction, and two handles 11 are symmetrically arranged on two opposite side walls of the lateral enclosing structure.
The handle 11 is convenient to connect with a lifting appliance for lifting, and also convenient to manually lower or lift up the lateral enclosure structure during construction. When the utility model is dismantled, the lateral enclosing structure and the pavement spreading layer have certain binding force, so the lifting appliance is preferentially connected to the handle 11, and the lateral enclosing structure is pulled out upwards by mechanical force.
And sand bags for filling the inner cavities of the lateral enclosing structures are also included. Before paving construction, sand and stone are used for filling the sand bag, and then the sand bag is used for filling the inner cavity of the utility model, so that the structural strength and the compression resistance of the utility model can be greatly improved. The sandbag is a conventional device, not shown.
The tongue-and-groove structures 12 at the two ends of each U-shaped end plate 5 and the tongue-and-groove structures 12 at the two ends of each middle plate 6 are respectively provided with connecting holes, and the connecting holes on the tongue-and-groove structures 12 which are mutually spliced are mutually communicated after being spliced. The tongue-and-groove structures 12 that are inserted into each other can be easily connected (e.g., by a pin connection) through the connection holes, making the present utility model more secure. The connection holes are of conventional through hole structure, not shown.
According to the size of the water receiving well to be constructed, the proper assembling number of the middle plates 6 is selected, so that the utility model can adapt to different water receiving well sizes.
Before the construction of the bottom layer paving layer of the pavement, the bottom layer structure 1 is spliced and placed at a preset water collecting well position, then a cover plate is covered for paving the bottom layer of the pavement, the paving layer formed during construction encloses the pavement, and the paving layer is basically flush with the cover plate after rolling, so that the pavement and rolling work are not influenced.
After paving and compacting the bottom layer of the pavement, before paving and constructing the middle layer of the pavement, the cover plate on the bottom layer structure 1 is detached firstly, then each U-shaped end plate 5 and the middle plate 6 of the middle layer structure 2 are correspondingly inserted on the bottom layer structure 1 through the mortise and tenon structures 4, and all the constituent plates of the middle layer structure 2 are matched with each other through the tongue-and-groove structures 12. And then covering a cover plate on the middle layer structure 2, paving the middle layer of the pavement, and compacting.
After paving and compacting the middle layer of the pavement, before paving construction of the upper layer of the pavement, the cover plate on the middle layer structure 2 is firstly disassembled, then the U-shaped end plates 5 and the middle plate 6 of the upper layer structure 3 are correspondingly inserted into the top of the upper layer structure 3 through the mortise and tenon structures 4, and the plate members of the upper layer structure 3 are matched with each other through the tongue-and-groove structures 12. Then, a cover plate is covered on the upper layer structure 3, paving construction of the upper layer of the pavement is carried out, and the pavement is compacted.
Before paving each layer of pavement, according to construction needs, a supporting device and a filling sand bag can be arranged in the lateral enclosure structure, so that the compression resistance of the utility model is enhanced.
After the paving and rolling of the uppermost layer of pavement are completed, the cover plate is opened, sand bags, scattered medium coarse sand, cement stabilized macadam and the like in the device are removed, and the scattered sand and stone materials are re-bagged for the next use. Taking out the supporting device, disassembling the lateral enclosure structure layer by layer and block by block from top to bottom, binding the handle 11 by using nylon slings, manually hoisting the component plates of the lateral enclosure structure by matching with a machine, and stacking the component plates to the water collecting well position of the appointed area or the next paving area. And cleaning the garbage in the groove again, correcting the edge profile, and checking whether the length, the width and the depth of the reserved water receiving notch are consistent with the design or not, so that the construction of the water receiving well can be carried out in a consistent manner.
The above embodiments are only for illustrating the technical solution of the present utility model, and it should be understood by those skilled in the art that although the present utility model has been described in detail with reference to the above embodiments: modifications and equivalents may be made thereto without departing from the spirit and scope of the utility model, which is intended to be encompassed by the claims.
Claims (6)
1. The utility model provides a replacement device is reserved in advance to municipal road roadside receipts well for square receipts water well's construction, its characterized in that: comprises a bottom layer structure, a middle layer structure, an upper layer structure and a cover plate; the bottom layer structure, the middle layer structure and the upper layer structure are collectively called a lateral enclosure structure, and the cover plate is used for covering the lateral enclosure structure; the thickness of the cover plate is less than or equal to 1 cm;
the top of the bottom layer structure is connected with the bottom of the middle layer structure through a mortise and tenon structure; the top of the middle layer structure is connected with the bottom of the top layer structure through a mortise and tenon structure;
the bottom layer structure, the middle layer structure and the upper layer structure comprise two symmetrically arranged U-shaped end plates at two ends and a middle plate between the two U-shaped end plates, and two ends of the middle plate are respectively in plug-in fit with the corresponding U-shaped end plates through tongue-and-groove structures; the number of the middle plates is more than or equal to 1;
the vertical height of the bottom layer structure is 1+/-0.1 cm smaller than the thickness of a preset pavement bottom layer spreading layer; the vertical height of the middle layer structure is the same as that of the preset pavement middle spreading layer, and the vertical height of the upper layer structure is the same as that of the preset pavement upper layer spreading layer.
2. The advanced reservation replacement device for a municipal road roadside water receiving well according to claim 1, wherein: the device also comprises a supporting device;
the support device is used for forming a support between the opposite inner side walls of the lateral enclosure;
the supporting device comprises a steel pipe, wherein two ends of the steel pipe are respectively provided with internal threads and are respectively connected with a threaded rod in a threaded manner, and the end part of the threaded rod is fixedly connected with a pressing plate for reducing the pressing force of pressing; the top pressing plates at the two ends of the steel pipe are used for pressing the two opposite side walls of the lateral enclosure structure.
3. The advanced reservation replacement device for a municipal road roadside water receiving well according to claim 1, wherein: the bottom of the bottom layer structure is inwards and horizontally bent to form a bottom plate.
4. A road side catch basin advanced reservation displacement device according to any one of claims 1 to 3, wherein: handles are arranged in the middle of the inner wall of each lateral enclosing structure in the up-down direction, and two handles are symmetrically arranged on two opposite side walls of the lateral enclosing structure.
5. A road side catch basin advanced reservation displacement device according to any one of claims 1 to 3, wherein: and sand bags for filling the inner cavities of the lateral enclosing structures are also included.
6. A road side catch basin advanced reservation displacement device according to any one of claims 1 to 3, wherein: the tongue-and-groove structures at the two ends of each U-shaped end plate and the tongue-and-groove structures at the two ends of each middle plate are respectively provided with connecting holes, and the connecting holes on the tongue-and-groove structures which are mutually spliced are mutually communicated after being spliced.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322077486.6U CN220767622U (en) | 2023-08-03 | 2023-08-03 | Advanced reservation replacement device for municipal road roadside water collecting well |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322077486.6U CN220767622U (en) | 2023-08-03 | 2023-08-03 | Advanced reservation replacement device for municipal road roadside water collecting well |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220767622U true CN220767622U (en) | 2024-04-12 |
Family
ID=90603382
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322077486.6U Active CN220767622U (en) | 2023-08-03 | 2023-08-03 | Advanced reservation replacement device for municipal road roadside water collecting well |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220767622U (en) |
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2023
- 2023-08-03 CN CN202322077486.6U patent/CN220767622U/en active Active
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