CN211037221U - Flatness control device in gap type drainage ditch installation process - Google Patents
Flatness control device in gap type drainage ditch installation process Download PDFInfo
- Publication number
- CN211037221U CN211037221U CN201921624920.5U CN201921624920U CN211037221U CN 211037221 U CN211037221 U CN 211037221U CN 201921624920 U CN201921624920 U CN 201921624920U CN 211037221 U CN211037221 U CN 211037221U
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- locating piece
- adjusting
- control device
- escape canal
- flatness control
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Abstract
The utility model relates to a roughness controlling means in slot type escape canal installation, including setting up first, the second locating piece in adjacent slot type escape canal prefab mouth of pipe, first, the second locating piece supports with adjacent slot type escape canal prefab mouth of pipe inner wall respectively and supports, first, the adjustable setting of second locating piece is on adjusting the support, still be provided with the lateral part locating piece on adjusting the support, the lateral part locating piece supports with the outer wall of adjacent slot type escape canal prefab and supports, support first, the second locating piece supports with adjacent slot type escape canal prefab mouth of pipe inner wall respectively and supports, adjust first, the position that the second locating piece is located on adjusting the support, make the mouth of pipe of two slot type escape canal prefabs switch on, make the mouth of pipe of two adjacent slot type escape canal prefabs parallel and level, adjust the lateral part locating piece, make lateral part support with the outer wall of adjacent slot type escape canal prefab and support, so that the outer surfaces of adjacent slotted drain preforms are flush.
Description
Technical Field
The utility model belongs to the technical field of the engineering construction technique and specifically relates to a roughness controlling means in gap formula escape canal installation.
Background
The gap type drainage ditch is mainly used in the application of drainage of the ground surface of a building, the gap type drainage ditch is mainly made of precast concrete, stainless steel or high polymer materials, in the actual laying process of the gap type drainage ditch, a crane is mostly used for carrying out corresponding installation, the precast part of the gap type drainage ditch is hoisted in a pre-dug installation groove through the crane, the hoisting operation is carried out in the installation process of the prefabricated gap type drainage ditch according to a construction sideline and a design elevation position of a construction loft, and in the construction process, the precast parts of the gap type drainage ditch are staggered front to back and left to right, so that the precast parts of the gap type drainage ditch have inconsistent flatness.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a: the flatness control device in the installation process of the gap type drainage ditch can effectively eliminate the problem of dislocation between prefabricated members of the gap type drainage ditch and ensure the flatness of the prefabricated members of the adjacent gap type drainage ditch.
The utility model provides a solve technical problem and adopt following technical scheme:
roughness controlling means in slot formula escape canal installation, including setting up first, the second locating piece in adjacent slot formula escape canal prefab mouth of pipe, first, the second locating piece supports with adjacent slot formula escape canal prefab mouth of pipe inner wall respectively and leans on, first, the adjustable setting of second locating piece is on adjusting the support, still be provided with the lateral part locating piece on adjusting the support, the lateral part locating piece supports with the outer wall of adjacent slot formula escape canal prefab and leans on.
The utility model discloses still there is following technical characteristic:
the two side positioning blocks are arranged on the adjusting support and are respectively abutted against the outer walls of the adjacent gap type drainage ditch prefabricated members.
The side positioning blocks are plate-shaped and are in adjustable fit with the adjusting support in the horizontal direction, and the adjusting direction of the side positioning blocks is perpendicular to the length direction of the gap type drainage ditch prefabricated part.
The first positioning block, the second positioning block and the abutting surface of the inner wall of the opening of the slot type drainage ditch prefabricated part are cambered surfaces, the first positioning block and the second positioning block are respectively vertically provided with a first adjusting screw rod and a second adjusting screw rod, and the first adjusting screw rod and the second adjusting screw rod extend out of an opening of the wall position of the slot type drainage ditch prefabricated part and are in threaded connection fit with the adjusting bracket.
The lower ends of the first adjusting screw rod and the second adjusting screw rod are respectively arranged in a T shape, the first adjusting screw rod and the second adjusting screw rod are respectively in threaded connection and matching with the first positioning block and the second positioning block, and the upper ends of the first adjusting screw rod and the second adjusting screw rod extend out of the first positioning block and the second positioning block and are respectively provided with a first locking nut and a second locking nut.
The whole adjusting bracket is of a groove plate-shaped structure, and the upper ends of the first adjusting screw rod and the second adjusting screw rod extend out of a groove bottom plate of the adjusting bracket.
Lateral screw rods are respectively arranged on the two side groove walls of the adjusting support, the lateral screw rods are horizontal and perpendicular to the length direction of the gap type drainage ditch prefabricated member, and the rod ends of the lateral screw rods are connected with the positioning blocks.
The side screw rods and the two side groove walls of the adjusting bracket form threaded connection and matching.
The rod end of the side screw rod is rotationally connected with the positioning block.
The side screw rods are arranged in two groups at intervals along the length direction of the groove walls on the two sides of the adjusting bracket.
Compared with the prior art, the beneficial effects of the utility model are embodied in: when the crane is in actual use, the crane hoists the two gap type drainage ditch prefabricated parts into the pre-buried ditch, the first positioning block and the second positioning block are respectively abutted against the inner walls of the pipe orifices of the adjacent gap type drainage ditch prefabricated parts, the positions of the first positioning block and the second positioning block on the adjusting support are adjusted, so that the pipe orifices of the two gap type drainage ditch prefabricated parts are communicated, the pipe orifices of the two adjacent gap type drainage ditch prefabricated parts are parallel and level, the side positioning block is adjusted, the side positioning block is abutted against the outer wall of the adjacent gap type drainage ditch prefabricated part, and the outer surfaces of the adjacent gap type drainage ditch prefabricated parts are parallel and level.
Drawings
FIGS. 1 and 2 are schematic views of two visual angle structures of a flatness control device in the installation process of a gap type drainage ditch;
FIG. 3 is a front view of the flatness control apparatus during installation of the slot drain;
fig. 4 and 5 are schematic views of the flatness control apparatus in two views in a state of use during installation of the slit drain.
Detailed Description
Referring to fig. 1 to 5, the structural features of the flatness control apparatus in the installation of the gap type drainage ditch will be described in detail as follows:
the flatness control device in the installation process of the gap type drainage ditch comprises a first positioning block 20 and a second positioning block 30 which are arranged in the pipe orifices of adjacent gap type drainage ditch prefabricated parts 10, wherein the first positioning block 20 and the second positioning block 30 are respectively abutted against the inner walls of the pipe orifices of the adjacent gap type drainage ditch prefabricated parts 10, the first positioning block 20 and the second positioning block 30 are arranged on an adjusting bracket 40 in an adjustable manner, a side positioning block 50 is further arranged on the adjusting bracket 40, and the side positioning block 50 is abutted against the outer walls of the adjacent gap type drainage ditch prefabricated parts 10;
as shown in fig. 4 and 5, in actual use, a crane hoists two gap type drainage ditch prefabricated members 10 into the pre-buried ditch, the first and second positioning blocks 20 and 30 are respectively abutted against the inner walls of the pipe orifices of the adjacent gap type drainage ditch prefabricated members 10, the positions of the first and second positioning blocks 20 and 30 on the adjusting bracket 40 are adjusted to enable the pipe orifices of the two gap type drainage ditch prefabricated members 10 to be communicated, so that the pipe orifices of the adjacent two gap type drainage ditch prefabricated members 10 are flush, the side positioning block 50 is adjusted to enable the side positioning block 50 to be abutted against the outer wall of the adjacent gap type drainage ditch prefabricated member 10, so that the outer surfaces of the adjacent gap type drainage ditch prefabricated members 10 are flush, and the flatness control device can effectively eliminate the problem of dislocation between the gap type drainage ditch prefabricated members and ensure the flatness of the adjacent eliminated gap type drainage ditch prefabricated members.
As a preferable scheme of the present invention, two side positioning blocks 50 are disposed on the adjusting bracket 40, and the two side positioning blocks 50 are respectively abutted against the outer walls of the adjacent gap type drainage ditch prefabricated members 10;
through two lateral part locating pieces 50, can effectively implement the location to the outer wall both sides of adjacent gap formula escape canal prefab 10 to improve the outer wall roughness to adjacent gap formula escape canal prefab 10.
In order to adjust the side positioning blocks 50, the side positioning blocks 50 are plate-shaped and are in adjustable fit with the adjusting brackets 40 in the horizontal direction, and the adjusting direction of the side positioning blocks 50 is perpendicular to the length direction of the gap type drainage ditch prefabricated member 10.
Referring to fig. 1 and 2, preferably, abutting surfaces of the first and second positioning blocks 20 and 30 and an inner wall of a pipe orifice of the gap type drainage ditch prefabricated member 10 are cambered surfaces, the first and second positioning blocks 20 and 30 are respectively and vertically provided with first and second adjusting screw rods 21 and 31, the first and second adjusting screw rods 21 and 31 extend out of an opening 11 of the pipe wall of the gap type drainage ditch prefabricated member 10 and are in threaded connection and matching with the adjusting bracket 40;
during actual adjustment, the first and second adjusting screw rods 21, 31 are rotated to enable the first and second adjusting screw rods 21, 31 to extend out of the opening 11 at the pipe wall position of the gap type drainage ditch prefabricated member 10 and form threaded connection fit with the adjusting bracket 40, so that the positions of the first and second positioning blocks 20, 30 in the pipe opening of the gap type drainage ditch prefabricated member 10 are adjusted until the pipe openings of the adjacent gap type drainage ditch prefabricated members 10 are in a flush state, and the adjustment of the pipe openings of the gap type drainage ditch prefabricated members 10 is stopped.
During specific adjustment, the lower ends of the first and second adjusting screw rods 21 and 31 are respectively arranged in a T shape, the first and second adjusting screw rods 21 and 31 are respectively in threaded connection and fit with the first and second positioning blocks 20 and 30, and the upper ends of the first and second adjusting screw rods 21 and 31, which extend out of the first and second positioning blocks 20 and 30, are respectively provided with first and second locking nuts 22 and 32;
the first and second positioning blocks 20 and 30 are adjusted by rotating the first and second adjusting screw rods 21 and 31, and then the first and second adjusting screw rods 21 and 31 are locked by the first and second locking nuts 22 and 32, thereby locking the first and second positioning blocks 20 and 30.
Specifically, the adjusting bracket 40 is integrally of a trough plate-shaped structure, and the upper ends of the first and second adjusting screw rods 21 and 31 extend out of the trough bottom plate of the adjusting bracket 40.
In order to adjust the side positioning blocks 50 to ensure the flatness of the outer surface of the adjacent gap type drain prefabricated member 10, side screws 51 are respectively arranged on the two side groove walls of the adjusting bracket 40, the side screws 51 are horizontal and vertical to the length direction of the gap type drain prefabricated member 10, and the rod ends of the side screws 51 are connected with the side positioning blocks 50.
Further, the side screws 51 are in threaded connection with the two side groove walls of the adjusting bracket 40.
Specifically, the rod end of the side screw 51 is rotatably connected to the positioning block 50.
Two sets of the side screws 51 are arranged at intervals along the length direction of the two side groove walls of the adjusting bracket 40.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (10)
1. Roughness controlling means in slot formula escape canal installation, its characterized in that: including setting up first locating piece (20) and second locating piece (30) in adjacent slot type escape canal prefab (10) mouth of pipe, first locating piece (20) and second locating piece (30) lean on with adjacent slot type escape canal prefab (10) mouth of pipe inner wall respectively, set up on adjusting support (40) with adjustable first locating piece (20) and second locating piece (30), still be provided with lateral part locating piece (50) on adjusting support (40), lateral part locating piece (50) lean on with the outer wall of adjacent slot type escape canal prefab (10) and lean on.
2. The in-installation flatness control device for a slot drain of claim 1, wherein: the two side positioning blocks (50) are arranged on the adjusting bracket (40), and the two side positioning blocks (50) are respectively abutted against the outer wall of the adjacent gap type drainage ditch prefabricated part (10).
3. The in-installation flatness control device for a slit drain according to claim 1 or 2, wherein: the side positioning blocks (50) are plate-shaped and are in adjustable fit with the adjusting support (40) in the horizontal direction, and the adjusting direction of the side positioning blocks (50) is perpendicular to the length direction of the gap type drainage ditch prefabricated part (10).
4. The in-installation flatness control device for a slot drain according to claim 3, wherein: first locating piece (20) and second locating piece (30) are the cambered surface with supporting to the face of gap formula escape canal prefab (10) mouth of pipe inner wall, first adjusting screw (21) have vertically been arranged in first locating piece (20), second adjusting screw (31) have vertically been arranged in second locating piece (30), opening (11) that first adjusting screw (21) and second adjusting screw (31) all stretched out gap formula escape canal prefab (10) pipe wall position just constitute the threaded connection cooperation with adjusting bracket (40).
5. The in-installation flatness control device for a slot drain according to claim 4, wherein: the lower extreme of first accommodate lead screw (21) and second accommodate lead screw (31) sets up to "T" respectively and appears, first accommodate lead screw (21) and second accommodate lead screw (31) just constitute the threaded connection cooperation with first locating piece (20) and second locating piece (30) respectively, the upper end that first accommodate lead screw (21) stretches out first locating piece (20) is provided with first lock nut (22), the upper end that second accommodate lead screw (31) stretches out second locating piece (30) is provided with second lock nut (32).
6. The in-installation flatness control device for a slot drain of claim 5, wherein: the adjusting bracket (40) is integrally of a groove plate-shaped structure, and the upper ends of the first adjusting screw rod (21) and the second adjusting screw rod (31) extend out of the groove bottom plate of the adjusting bracket (40).
7. The in-installation flatness control device for a slot drain of claim 6, wherein: lateral screw rods (51) are respectively arranged on the two side groove walls of the adjusting support (40), the lateral screw rods (51) are horizontal and vertical to the length direction of the gap type drainage ditch prefabricated part (10), and the rod ends of the lateral screw rods (51) are connected with the positioning blocks (50).
8. The in-installation flatness control device for a slot drain of claim 7, wherein: the side screw rods (51) are in threaded connection and match with the two side groove walls of the adjusting bracket (40).
9. The in-installation flatness control device for a slot drain of claim 8, wherein: the rod end of the side screw (51) is rotationally connected with the side positioning block (50).
10. The in-installation flatness control device for a slot drain of claim 9, wherein: two groups of side screw rods (51) are arranged at intervals along the length direction of the groove walls at the two sides of the adjusting bracket (40).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921624920.5U CN211037221U (en) | 2019-09-27 | 2019-09-27 | Flatness control device in gap type drainage ditch installation process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921624920.5U CN211037221U (en) | 2019-09-27 | 2019-09-27 | Flatness control device in gap type drainage ditch installation process |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211037221U true CN211037221U (en) | 2020-07-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921624920.5U Expired - Fee Related CN211037221U (en) | 2019-09-27 | 2019-09-27 | Flatness control device in gap type drainage ditch installation process |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211037221U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114855543A (en) * | 2022-05-30 | 2022-08-05 | 中国一冶集团有限公司 | Square invisible drainage ditch edge paving leveling device and construction method |
-
2019
- 2019-09-27 CN CN201921624920.5U patent/CN211037221U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114855543A (en) * | 2022-05-30 | 2022-08-05 | 中国一冶集团有限公司 | Square invisible drainage ditch edge paving leveling device and construction method |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200717 Termination date: 20210927 |
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| CF01 | Termination of patent right due to non-payment of annual fee |