CN219972880U - A template reinforcing apparatus that is used for steady bilayer of water to link to spread - Google Patents
A template reinforcing apparatus that is used for steady bilayer of water to link to spread Download PDFInfo
- Publication number
- CN219972880U CN219972880U CN202320907876.9U CN202320907876U CN219972880U CN 219972880 U CN219972880 U CN 219972880U CN 202320907876 U CN202320907876 U CN 202320907876U CN 219972880 U CN219972880 U CN 219972880U
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- template
- welded
- support
- wall
- cross
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 37
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims description 14
- 230000002787 reinforcement Effects 0.000 claims abstract description 12
- 238000003466 welding Methods 0.000 claims 3
- 238000001125 extrusion Methods 0.000 abstract description 7
- 230000009471 action Effects 0.000 abstract description 4
- 238000003825 pressing Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 4
- 238000009415 formwork Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000004568 cement Substances 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
Classifications
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Abstract
The utility model discloses a template reinforcing device for water-stable double-layer continuous paving, which belongs to the technical field of template reinforcement and comprises an upper template, wherein a lower template is welded at the bottom end of the upper template, a cross bracket is welded on the inner wall of the upper template, and an adjusting component is arranged on one side of the cross bracket; the adjusting component comprises an inclined connecting support arranged on one side of the cross support, a threaded cylinder is welded on one side of the inclined connecting support, the inner wall of the threaded cylinder is in threaded connection with a rotating screw, and the outer wall of the rotating screw is connected with a bearing ring in a rotating manner at a position away from the threaded cylinder. According to the utility model, the adjusting assembly is arranged, the rotating screw rod rotates in the bearing ring, the inclined connecting bracket extrudes the cross bracket and the reinforcing cross bracket, the side surface of the formed concrete mould can be adjusted to be a vertical plane under the action of the extrusion force of the road roller, the extrusion force can be finely adjusted to be larger, and the reinforcing stability is better.
Description
Technical Field
The utility model relates to the technical field of formwork reinforcement, in particular to a formwork reinforcement device for water-stable double-layer continuous paving.
Background
In the prior art, the basic filling material of the expressway adopts cement stability broken stone for shortening the construction period, the water stability double-layer continuous paving technology is being comprehensively popularized at present, and a water stability double-layer continuous paving mode is adopted, and in the construction process, the key is that the upper basic layer should finish rolling before the initial setting time of cement in the cement stability broken stone mixture of the lower basic layer, and in the rolling process, a template is required to play a role in limiting the edge of the material, the template is required to be placed in micro-class to collapse, and a reinforcing device is required to play a role in supporting the template
In the prior art, the utility model patent of the patent publication No. CN217810373U discloses a water stable paving template reinforcing device, and aims at solving the problem that the construction efficiency of workers is affected because the middle is thick and the two sides are thin due to collapse caused by overlarge pressure of road rollers on the two sides in the water stable paving process because shielding objects are not placed on the two sides of the current side slope during construction; the second channel steel is matched with the first channel steel, so that the thickness and compactness of the side group layer close to the first channel steel can be ensured, and the width is ensured without a slope-releasing mode; however, this reinforcing apparatus has the following drawbacks.
When the reinforcing device is used, after the template is placed at the designated position, the template is inclined due to the fact that the position of the template is a fixed position under the action of extrusion force of the road roller, the later stage is difficult to adjust the transverse supporting force of the template, the inclination condition of the formed concrete edge is easy to occur, the stability is poor, and the template reinforcing device for water-stable double-layer continuous paving is required to be provided.
Disclosure of Invention
Therefore, the utility model provides a template reinforcing device for water-stable double-layer continuous paving, which solves the problems in the prior art.
In order to achieve the above object, the present utility model provides the following technical solutions: the template reinforcing device for the water-stable double-layer continuous pavement comprises an upper template, wherein a lower template is welded at the bottom end of the upper template, a cross bracket is welded on the inner wall of the upper template, and an adjusting component is installed on one side of the cross bracket;
the adjusting component comprises an inclined connecting support arranged on one side of the cross support, a threaded cylinder is welded on one side of the inclined connecting support, a rotating screw is connected with the inner wall of the threaded cylinder in a threaded manner, a bearing ring is connected to the outer wall of the rotating screw and is far away from the position of the threaded cylinder in a rotating manner, a supporting plate is welded at one end of the bearing ring, and a plurality of fixing support posts are sequentially arranged at the bottom end of the supporting plate from front to back in an equidistant manner.
Preferably, the inclined connecting support and the cross support are welded and fixed, the vertical section of the cross support is X-shaped, a plurality of fixing support posts are welded and fixed with the supporting plate, and the cross section area of the bottom end of each fixing support post is larger than that of the top end of each fixing support post.
Preferably, the outer wall of the rotating screw rod and the position between the thread cylinder and the bearing ring are welded with the rotating ring, a plurality of reinforcing cross frames are sequentially arranged on the inner wall of the lower-layer template from front to back at equal intervals, the reinforcing cross frames are welded with the lower-layer template, and an inclined reinforcing support is welded on one side of the inner wall of the inclined connecting support.
Preferably, each inner wall bottom of the inclined connecting support is provided with a plurality of guiding hole sites in a penetrating mode, the guiding hole sites are sequentially arranged at equal intervals from left to right, an inserting supporting rod is arranged above the guiding hole sites, a pressing supporting plate is welded at the top end of the inserting supporting rod, and reinforcing supporting plates are welded between every two adjacent pressing supporting plates.
The utility model has the following advantages:
1. through setting up adjusting part, make three fixed stay play the supporting role to the backup pad, the rotation screw rod rotates in the bearing ring is inside, and oblique linking bridge extrudes cross bracket and consolidates cross bracket, receives the effect of road roller extrusion force, and fashioned concrete mold side can be adjusted to vertical plane, and the extrusion force can finely tune to grow, consolidates stability better;
2. utilize the hammer to strike down the extension board again and consolidate the extension board, push down the extension board and drive three grafting branch downwardly moving, increase the vertical stability of slope linking bridge to and increase the horizontal holding power of two pushing down the extension board through consolidating the extension board, improve the horizontal holding power and the vertical holding power of upper template and lower floor's template.
Drawings
In order to more clearly illustrate the embodiments of the present utility model 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 will be apparent to those of ordinary skill in the art that the drawings in the following description are exemplary only and that other implementations can be obtained from the extensions of the drawings provided without inventive effort.
The structures, proportions, sizes, etc. shown in the present specification are shown only for the purposes of illustration and description, and are not intended to limit the scope of the utility model, which is defined by the claims, so that any structural modifications, changes in proportions, or adjustments of sizes, which do not affect the efficacy or the achievement of the present utility model, should fall within the ambit of the technical disclosure.
FIG. 1 is a schematic diagram of the overall structure of a formwork reinforcement device for water-stable double-layer continuous paving;
FIG. 2 is a schematic view of a partial structure of a joint between a screw barrel and a rotary screw in a form reinforcement device for water-stable double-layer continuous paving;
FIG. 3 is a schematic view of a vertical cross-section of a formwork reinforcement device for water stable double-deck continuous paving of the present utility model;
FIG. 4 is a schematic view of a partial structure of a connection part between an inserting support rod and a pressing support plate in a template reinforcing device for water-stable double-layer continuous paving;
in the figure: 1. an upper template; 2. a lower template; 3. a tilting connection bracket; 4. a thread cylinder; 5. rotating the screw; 6. a bearing ring; 7. a support plate; 8. a fixed support; 9. a rotating ring; 10. a cross support; 11. reinforcing the cross frame; 12. tilting the reinforcing bracket; 13. a guiding hole site; 14. inserting a supporting rod; 15. pressing down the support plate; 16. and reinforcing the support plate.
Detailed Description
Other advantages and advantages of the present utility model will become apparent to those skilled in the art from the following detailed description, which, by way of illustration, is to be read in connection with certain specific embodiments, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
The template reinforcing device for the water-stable double-layer continuous pavement is provided with the adjusting component, the side face of the formed concrete mold can be adjusted to be a vertical plane through the arrangement of the adjusting component, the extrusion force can be finely adjusted to be larger, the reinforcing stability is better, and the concrete structure of the adjusting component is as follows.
In some embodiments, as shown in fig. 1-2, the adjusting assembly comprises an inclined connecting bracket 3 mounted on one side of a cross bracket 10, a threaded cylinder 4 is welded on one side of the inclined connecting bracket 3, the inner wall of the threaded cylinder 4 is in threaded connection with a rotating screw 5, a bearing ring 6 is rotatably connected to the outer wall of the rotating screw 5 and a position far away from the threaded cylinder 4, a supporting plate 7 is welded at one end part of the bearing ring 6, a plurality of fixing support posts 8 are sequentially and equidistantly arranged at the bottom end of the supporting plate 7 from front to back, the inclined connecting bracket 3 is welded and fixed with the cross bracket 10, the vertical cross section of the cross bracket 10 is set to be in an X shape, the plurality of fixing support posts 8 are welded and fixed with the supporting plate 7, and the cross section area of the bottom end of each fixing support post 8 is larger than the cross section area of the top end of the fixing support post 8.
The use principle of the template reinforcing device for the water-stable double-layer continuous paving is that a hammer is utilized to strike a supporting plate 7, the supporting plate 7 drives three fixing support posts 8 to move downwards, so that the three fixing support posts 8 are inserted into soil, the three fixing support posts 8 play a supporting role on the supporting plate 7, then a rotating ring 9 is rotated, the rotating ring 9 drives a rotating screw 5 to rotate, the rotating screw 5 rotates in a bearing ring 6, meanwhile, the rotating screw 5 and a thread cylinder 4 expand under the action of threads, so that the thread cylinder 4 can adjust the supporting length of the rotating screw 5, the thread cylinder 4 can extrude an inclined connecting support 3, the inclined connecting support 3 extrudes a cross support 10 and a reinforcing cross support 11, so that the positions of an upper template 1 and a lower template 2 can be finely adjusted along a horizontal line, the positions of the upper template 1 and the lower template 2 can be guaranteed to be in a vertical state under the action of extrusion force of a road roller, and the side surface of a formed concrete mould can be a vertical plane.
In some embodiments, as shown in fig. 1-2, the outer wall of the rotating screw 5 is welded with the rotating ring 9 at a position between the threaded cylinder 4 and the bearing ring 6, so that a wrench can be clamped at an outer position of the rotating ring 9, the wrench rotates the rotating ring 9, the labor is saved, the inner wall of the lower-layer template 2 is sequentially and equidistantly provided with a plurality of reinforcing cross frames 11 from front to back, the reinforcing cross frames 11 are welded with the lower-layer template 2, so that the reinforcing cross frames 11 can support the inner part of the lower-layer template 2, the stability of the support of the lower-layer template 2 is improved, the inclined reinforcing support 12 is welded at one side of the inner wall of the inclined connecting support 3, so that the inclined reinforcing support 12 can support the inner wall of the inclined connecting support 3, and the inner wall stability of the inclined reinforcing support 12 is improved.
In some embodiments, as shown in fig. 3-4, the bottom end of the inner wall of each inclined connecting bracket 3 is provided with a plurality of guiding holes 13 which are sequentially and equidistantly arranged from left to right in a penetrating way, an inserting support rod 14 is arranged above the guiding holes 13, the top end of the inserting support rod 14 is welded with a pressing support plate 15, and a reinforcing support plate 16 is welded between every two adjacent pressing support plates 15;
according to the upper structure, when the transverse positions of the upper template 1 and the lower template 2 are finely adjusted, the lower support plate 15 and the reinforcing support plate 16 can be knocked by a hammer, the lower support plate 15 drives the three inserting support rods 14 to move downwards, the inserting support rods 14 move downwards along the inner wall guide of the guide hole site 13, and the inserting support rods 14 can be inserted into soil, so that the vertical stability of the inclined connecting support 3 can be improved through the plurality of inserting support rods 14, and the transverse supporting force of the two lower support plates 15 is improved through the reinforcing support plate 16.
While the utility model has been described in detail with respect to the general description and specific embodiments thereof, it will be apparent to those skilled in the art that various modifications and improvements can be made thereto. Accordingly, such modifications or improvements may be made without departing from the spirit of the utility model and are intended to be within the scope of the utility model as claimed.
Claims (7)
1. A template reinforcing apparatus for steady double-deck even shop of water, includes upper template (1), the bottom welding of upper template (1) is equipped with lower template (2), and the inner wall welding of upper template (1) has cross support (10), its characterized in that: an adjusting component is arranged on one side of the cross bracket (10);
the adjusting component comprises an inclined connecting support (3) arranged on one side of a cross support (10), a threaded cylinder (4) is welded on one side of the inclined connecting support (3), a rotating screw (5) is connected with the inner wall of the threaded cylinder (4) in a threaded manner, a bearing ring (6) is connected to the outer wall of the rotating screw (5) and is in rotating connection with the position away from the threaded cylinder (4), a supporting plate (7) is welded at one end of the bearing ring (6), and a plurality of fixing support posts (8) are sequentially arranged at the bottom end of the supporting plate (7) from front to back at equal intervals.
2. A form reinforcement for a water stable bi-layer linkage as defined in claim 1, wherein: the inclined connecting support (3) and the cross support (10) are welded and fixed, and the vertical section shape of the cross support (10) is set to be X-shaped.
3. A form reinforcement for a water stable bi-layer linkage as defined in claim 1, wherein: and a plurality of fixing support posts (8) are welded and fixed with the support plate (7), and the cross-sectional area of the bottom end of each fixing support post (8) is larger than that of the top end of each fixing support post.
4. A form reinforcement for a water stable bi-layer linkage as defined in claim 1, wherein: the outer wall of the rotary screw (5) is welded with a rotary ring (9) at the position between the threaded cylinder (4) and the bearing ring (6).
5. A form reinforcement for a water stable bi-layer linkage as defined in claim 1, wherein: the inner wall of lower floor's template (2) is equidistant in proper order from front to back to be arranged a plurality of reinforcing cross frame (11), and a plurality of reinforcing cross frame (11) all weld with lower floor's template (2).
6. A form reinforcement for a water stable bi-layer linkage as defined in claim 1, wherein: an inclined reinforcing bracket (12) is welded on one side of the inner wall of the inclined connecting bracket (3).
7. A form reinforcement for a water stable bi-layer linkage as defined in claim 1, wherein: every the inner wall bottom of slope linking bridge (3) all runs through and has offered a plurality of guiding hole sites (13) of equidistant range in proper order from left to right, is equipped with grafting branch (14) in the top of guiding hole site (13), the top welding of grafting branch (14) has pushes down extension board (15), and adjacent two all weld between pushing down extension board (15) and consolidate extension board (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320907876.9U CN219972880U (en) | 2023-04-21 | 2023-04-21 | A template reinforcing apparatus that is used for steady bilayer of water to link to spread |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320907876.9U CN219972880U (en) | 2023-04-21 | 2023-04-21 | A template reinforcing apparatus that is used for steady bilayer of water to link to spread |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219972880U true CN219972880U (en) | 2023-11-07 |
Family
ID=88590674
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320907876.9U Active CN219972880U (en) | 2023-04-21 | 2023-04-21 | A template reinforcing apparatus that is used for steady bilayer of water to link to spread |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219972880U (en) |
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2023
- 2023-04-21 CN CN202320907876.9U patent/CN219972880U/en active Active
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