CN217078873U - Prefabricated part for plugging side surface of post-cast strip in construction - Google Patents
Prefabricated part for plugging side surface of post-cast strip in construction Download PDFInfo
- Publication number
- CN217078873U CN217078873U CN202123209990.4U CN202123209990U CN217078873U CN 217078873 U CN217078873 U CN 217078873U CN 202123209990 U CN202123209990 U CN 202123209990U CN 217078873 U CN217078873 U CN 217078873U
- Authority
- CN
- China
- Prior art keywords
- post
- plugging
- plate
- shutoff
- prefabricated
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model discloses a prefabricated component for shutoff construction post-cast strip side relates to construction technical field, comprising a main body, the inside of main part is provided with the prefabricated plate, one side of prefabricated plate is provided with closing device, the opposite side of prefabricated plate is provided with backfilling device. The utility model discloses a closed module, the shutoff board, the gim peg, under the combined action of connecting rod and shutoff rock wool, can carry out effectual shutoff to the post-cast strip, and the prefabricated plate that is equipped with can directly splice the shutoff, save the time limit for a project, through the backup pad, the cylinder, the drum shaft, dig the soil fill, under the combined action of high frequency vibrator and traction bar, mainly by the inside oil pressure of multi-functional high frequency vibrator's hydraulic transmission, flow, parameter interact production such as effort, this backfill device's outstanding characteristics are high strength, the high efficiency, integrative multi-purpose, and make the backfill operation in post-cast strip go on in advance.
Description
Technical Field
The utility model relates to a construction technical field, concretely relates to a prefabricated component that is used for shutoff construction post-cast strip side.
Background
The design specification of the existing concrete structure makes clear requirements, and the maximum distance between expansion joints of the concrete structure is strictly designed and calculated. The method requires a designer to carefully treat the adverse effect on the structure caused by the overlong length in the structural design, and the common method in China is to set a construction post-cast strip, and when the structure has larger height difference but the structural design can not set a permanent deformation joint, the structural post-cast strip is also often used. The following problems exist in the prior art:
1. the existing prefabricated part for plugging the side surface of the construction post-cast strip is not beneficial to plugging the construction post-cast strip by a poured concrete slab;
2. the existing prefabricated part for plugging the side surface of the post-cast strip in construction cannot carry out backfill operation in advance.
SUMMERY OF THE UTILITY MODEL
The utility model provides a prefabricated component for plugging the side surface of a post-construction casting belt, which aims to save time, backfill in advance and solve the problem of slower backfill operation; the other purpose is to solve the problem of plugging the post-cast strip so as to achieve the effect of efficient operation.
In order to solve the technical problem, the utility model discloses the technical scheme who adopts is:
a prefabricated component for blocking the side face of a post-construction casting belt comprises a main body, wherein a prefabricated plate is arranged inside the main body, a closing device is arranged on one side of the prefabricated plate, and a backfilling device is arranged on the other side of the prefabricated plate; the sealing device comprises a sealing module, a plugging plate, a fixing bolt, a connecting rod and plugging rock wool, wherein the plugging rock wool is positioned on two sides of the connecting rod, and the plugging plate is positioned at the upper end of the sealing module; the lower end of the plugging plate is fixedly connected with the upper end of the sealing module through a screw, and one side of the plugging rock wool is fixedly connected with one side of the connecting rod through a super glue.
The utility model discloses technical scheme's further improvement lies in: the fixing bolts are located on two sides of the plugging plate, and the connecting rod is located at the upper end of the plugging plate.
The utility model discloses technical scheme's further improvement lies in: the upper end of the plugging plate is detachably connected with the lower end of the connecting rod through a notch, and one side of the fixing bolt is fixedly connected with one side of the plugging plate through a thread groove.
The utility model discloses technical scheme's further improvement lies in: the prefabricated plate comprises a three-level steel plate and a lifting hook, and the lifting hook is positioned at the upper end of the three-level steel plate.
The utility model discloses technical scheme's further improvement lies in: and a bolt is arranged between the third-level steel plate and the lifting hook, and the upper end of the third-level steel plate is fixedly connected with the lower end of the lifting hook through the bolt.
The utility model discloses technical scheme's further improvement lies in: the backfilling device comprises a supporting plate, a roller shaft, a soil digging bucket, a high-frequency vibrator and a traction bar, wherein the roller is located on one side of the supporting plate, the soil digging bucket is located on the other side of the supporting plate, the roller shaft is located at the front end of the supporting plate, the high-frequency vibrator is located at the upper end of the supporting plate, and the traction bar is located on one side of the high-frequency vibrator.
The utility model discloses technical scheme's further improvement lies in: the novel roller is characterized in that a rotating rod is arranged between the roller shaft and the roller, one side of the roller shaft is movably connected with one side of the roller through the rotating rod, a groove is formed between the support plate and the traction bar, and the upper end of the support plate is fixedly connected with the lower end of the traction bar through the groove.
Owing to adopted above-mentioned technical scheme, the utility model discloses relative prior art, the technological progress who gains is:
1. the utility model provides a prefabricated component for shutoff construction post-cast strip side, under the combined action through closed module, the shutoff board, the gim peg, connecting rod and shutoff rock wool, can carry out effectual shutoff to the post-cast strip, and the prefabricated plate that is equipped with can directly splice the shutoff, save the time limit for a project, effectively seal up the prefabricated component by shutoff board and shutoff rock wool, make it difficult crack that produces, and be connected prefabricated component and closing device are stabilized through the gim peg, make it be difficult for droing, convenient to use.
2. The utility model provides a prefabricated component that is used for shutoff construction post-cast strip side, pass through the backup pad, the cylinder, the drum shaft, dig the soil fill, under the combined action of high frequency vibrator and draw bar, mainly by the inside oil pressure of multi-functional high frequency vibrator's hydraulic drive device, flow, effort isoparametric interact produces, this backfill device's outstanding characteristics are high strength, high efficiency, an organic whole is multi-purpose, fill layer thickness and compaction degree and heavy vibrated roller are equivalent, be applicable to multiple topography and multiple operation mode, can accomplish the plane tamping, the inclined plane tamping, the step tamping, the slot pit tamping, the prevention with eliminate municipal facilities ubiquitous road local collapse and subside, and the backfill operation that makes post-cast strip can go on in advance.
Drawings
FIG. 1 is a schematic structural view of a prefabricated part for plugging the side surface of a post-construction casting strip of the present invention;
fig. 2 is a schematic structural view of the sealing device of the present invention;
fig. 3 is a schematic structural view of the backfilling device of the present invention;
fig. 4 is a schematic structural diagram of the prefabricated panels of the present invention.
In the figure: 1. a main body; 2. a backfilling device; 201. a support plate; 202. a drum; 203. a drum shaft; 204. digging a soil bucket; 205. a high-frequency vibrator; 206. a draw bar; 3. prefabricating a slab; 301. a third-stage steel plate; 302. a hook; 4. a closure device; 401. a sealing module; 402. a plugging plate; 403. a fixing bolt; 404. a connecting rod; 405. and (4) blocking rock wool.
Detailed Description
The present invention will be described in further detail with reference to the following examples:
example 1
As shown in fig. 1-4, the utility model provides a prefabricated component for plugging the side of a post-construction casting belt, which comprises a main body 1, a prefabricated plate 3 is arranged in the main body 1, a sealing device 4 is arranged on one side of the prefabricated plate 3, and a backfilling device 2 is arranged on the other side of the prefabricated plate 3; the sealing device 4 comprises a sealing module 401, a sealing plate 402, a fixing bolt 403, a connecting rod 404 and sealing rock wool 405, wherein the sealing rock wool 405 is positioned on two sides of the connecting rod 404, and the sealing plate 402 is positioned at the upper end of the sealing module 401; the lower extreme of shutoff board 402 passes through screw and the upper end fixed connection of closed module 401, and the one side of shutoff rock wool 405 passes through super glue and one side fixed connection of connecting rod 404.
Example 2
As shown in fig. 1-4, on the basis of embodiment 1, the utility model provides a technical solution: preferably, the fixing bolts 403 are located at two sides of the blocking plate 402, the connecting rod 404 is located at the upper end of the blocking plate 402, the upper end of the blocking plate 402 is detachably connected with the lower end of the connecting rod 404 through a notch, and one side of the fixing bolt 403 is fixedly connected with one side of the blocking plate 402 through a thread groove.
In this embodiment, the post-cast strip can be effectively blocked, the prefabricated slab 3 can be directly spliced and blocked, so that the construction period is shortened, the blocking plate 402 and the blocking rock wool 405 effectively seal the prefabricated member, so that cracks are not easy to generate, and the prefabricated member is stably connected with the closing device 4 through the fixing bolt 403, so that the prefabricated member is not easy to fall off and is convenient to use.
Example 3
As shown in fig. 1-4, on the basis of embodiment 1, the utility model provides a technical solution: preferably, the prefabricated slab 3 comprises a three-level steel plate 301 and a hook 302, the hook 302 is located at the upper end of the three-level steel plate 301, a bolt is arranged between the three-level steel plate 301 and the hook 302, and the upper end of the three-level steel plate 301 is fixedly connected with the lower end of the hook 302 through the bolt.
Example 4
As shown in fig. 1-4, on the basis of embodiment 1, the utility model provides a technical solution: preferably, the backfilling device 2 comprises a supporting plate 201, a roller 202, a roller shaft 203, a soil excavating bucket 204, a high-frequency vibrator 205 and a traction bar 206, wherein the roller 202 is positioned on one side of the supporting plate 201, the soil excavating bucket 204 is positioned on the other side of the supporting plate 201, the roller shaft 203 is positioned at the front end of the supporting plate 201, the high-frequency vibrator 205 is positioned at the upper end of the supporting plate 201, the traction bar 206 is positioned on one side of the high-frequency vibrator 205, a rotating rod is arranged between the roller shaft 203 and the roller 202, one side of the roller shaft 203 is movably connected with one side of the roller 202 through the rotating rod, a groove is arranged between the supporting plate 201 and the traction bar 206, and the upper end of the supporting plate 201 is fixedly connected with the lower end of the traction bar 206 through the groove.
In the embodiment, the backfilling device 2 is mainly generated by the interaction of parameters such as oil pressure, flow, acting force and the like in a hydraulic transmission device of the multifunctional high-frequency vibrator 205, and has the outstanding characteristics of high strength, high efficiency and multiple purposes, the thickness and the compactness of a filling layer are equivalent to those of a heavy vibrating road roller, the backfilling device is suitable for various terrains and various operation modes, plane tamping, inclined plane tamping, step tamping and groove pit tamping can be completed, the local collapse and settlement of roads commonly existing in municipal facilities can be prevented and eliminated, and the backfilling operation of a post-cast strip can be performed in advance.
The working principle of the prefabricated part for plugging the side surface of the post-construction casting strip is described in detail below.
As shown in figures 1-4, when the prefabricated component on the side of the post-cast strip in the plugging construction is in use, the post-cast strip can be effectively plugged by the sealing device 4, the prefabricated plate 3 can be directly spliced and plugged, the construction period is saved, the prefabricated component is effectively sealed by the plugging plate 402 and the plugging rock wool 405, so that cracks are not easy to generate, and is stably connected with the sealing device 4 by the fixing bolt 403, so that the prefabricated component is not easy to fall off and is convenient to use, and then the prefabricated component is generated by the interaction of parameters such as oil pressure, flow, acting force and the like in a hydraulic transmission device of the high-frequency vibrator 205 in the backfilling device 2, the backfilling device 2 has the outstanding characteristics of high strength, high efficiency, multiple purposes, integration, equal filling layer thickness and compaction degree to that of a heavy-duty vibratory roller, is suitable for various terrains and various operation modes, and can complete plane tamping, inclined tamping, and slope tamping, The steps are tamped, the grooves and the pits are tamped, the local collapse and settlement of roads commonly existing in municipal facilities are prevented and eliminated, and the backfill operation of the post-cast strip can be performed in advance.
The present invention has been described in detail with reference to the above general description, but it will be apparent to one of ordinary skill in the art that modifications and improvements can be made to the invention. Therefore, modifications or improvements without departing from the spirit of the invention are within the scope of the invention.
Claims (7)
1. The utility model provides a prefabricated component for shutoff construction post-cast strip side, includes main part (1), its characterized in that: a precast slab (3) is arranged in the main body (1), a sealing device (4) is arranged on one side of the precast slab (3), and a backfilling device (2) is arranged on the other side of the precast slab (3);
the sealing device (4) comprises a sealing module (401), a sealing plate (402), a fixing bolt (403), a connecting rod (404) and sealing rock wool (405), wherein the sealing rock wool (405) is positioned on two sides of the connecting rod (404), and the sealing plate (402) is positioned at the upper end of the sealing module (401);
the lower extreme of shutoff board (402) passes through the upper end fixed connection of screw and closed module (401), one side of shutoff rock wool (405) is through the one side fixed connection of powerful glue with connecting rod (404).
2. The prefabricated part for plugging the side surface of the post-construction casting strip according to claim 1, wherein: the fixing bolts (403) are positioned at two sides of the plugging plate (402), and the connecting rod (404) is positioned at the upper end of the plugging plate (402).
3. The prefabricated part for plugging the side surface of the post-construction casting strip according to claim 2, wherein: the upper end of the plugging plate (402) is detachably connected with the lower end of the connecting rod (404) through a notch, and one side of the fixing bolt (403) is fixedly connected with one side of the plugging plate (402) through a thread groove.
4. The prefabricated part for plugging the side surface of the post-construction casting strip according to claim 1, wherein: the prefabricated slab (3) comprises three-level steel plates (301) and a lifting hook (302), wherein the lifting hook (302) is positioned at the upper end of each three-level steel plate (301).
5. The prefabricated part for plugging the side surface of the post-construction casting strip according to claim 4, wherein: be provided with the bolt between tertiary steel sheet (301) and lifting hook (302), the lower extreme fixed connection of bolt and lifting hook (302) is passed through to the upper end of tertiary steel sheet (301).
6. The prefabricated part for plugging the side surface of the post-construction casting strip according to claim 1, wherein: the backfilling device (2) comprises a supporting plate (201), a roller (202), a roller shaft (203), an excavating bucket (204), a high-frequency vibrator (205) and a traction bar (206), wherein the roller (202) is located on one side of the supporting plate (201), the excavating bucket (204) is located on the other side of the supporting plate (201), the roller shaft (203) is located at the front end of the supporting plate (201), the high-frequency vibrator (205) is located at the upper end of the supporting plate (201), and the traction bar (206) is located on one side of the high-frequency vibrator (205).
7. The prefabricated part for plugging the side surface of the post-construction casting strip according to claim 6, wherein: a rotating rod is arranged between the roller shaft (203) and the roller (202), one side of the roller shaft (203) is movably connected with one side of the roller (202) through the rotating rod, a groove is arranged between the support plate (201) and the traction bar (206), and the upper end of the support plate (201) is fixedly connected with the lower end of the traction bar (206) through the groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123209990.4U CN217078873U (en) | 2021-12-20 | 2021-12-20 | Prefabricated part for plugging side surface of post-cast strip in construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123209990.4U CN217078873U (en) | 2021-12-20 | 2021-12-20 | Prefabricated part for plugging side surface of post-cast strip in construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217078873U true CN217078873U (en) | 2022-07-29 |
Family
ID=82541408
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123209990.4U Active CN217078873U (en) | 2021-12-20 | 2021-12-20 | Prefabricated part for plugging side surface of post-cast strip in construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217078873U (en) |
-
2021
- 2021-12-20 CN CN202123209990.4U patent/CN217078873U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103874803B (en) | For the method for construction structure, especially build the method for railway in operation or similar item lower channel | |
| CN202359544U (en) | Compacting device for earthwork in slope section | |
| CN101787710A (en) | Integrally-assembled buttressed retaining wall and construction method thereof | |
| CN101718099B (en) | Automatic wall-forming device and method of static pressure continuous concrete wall | |
| CN111577334B (en) | Operating tunnel inverted arch repairing method | |
| CN110273436A (en) | Open trench tunnel utilizes support pile and bear down on one float Structure and its construction method of crown beam | |
| CN217078873U (en) | Prefabricated part for plugging side surface of post-cast strip in construction | |
| CN114961336B (en) | Protective demolition construction method for foundation pile of basement close to existing subway line | |
| CN103866787B (en) | A kind of spacious reverse masonry method concrete cut that digs builds construction technology | |
| CN110258514A (en) | A kind of steel of diaphram wall leads wall and its construction method | |
| CN110344439A (en) | Construction method of rear retaining wall drain hole | |
| CN113403903B (en) | Roadbed reinforcing structure for highway construction and construction process thereof | |
| CN212506306U (en) | Combined supporting structure of inclined wedge-shaped pile and vertical tubular pile | |
| CN212506305U (en) | Combined supporting structure of inclined wedge-shaped pile and vertical wedge-shaped pile | |
| CN114032750A (en) | Cement pavement repairing method | |
| CN203878559U (en) | Hydraulic battering ram of excavator | |
| CN211690377U (en) | Compaction device for backfilling pipeline groove | |
| CN111962522A (en) | Combined supporting structure of inclined wedge-shaped pile and vertical pipe pile and construction method thereof | |
| CN2338380Y (en) | Improved vibrating type machine for placing pipesor piles | |
| CN216515518U (en) | Novel rammer with built-in vibrating machine | |
| CN112301998A (en) | Construction method of prefabricated reinforced concrete spliced underground continuous wall | |
| CN213926217U (en) | Soft foundation reinforcing apparatus | |
| CN216406148U (en) | Single-side formwork for reverse-construction ultrahigh reinforced concrete wall | |
| CN217678996U (en) | Simple and easy earth and rockfill dam corner tamping device | |
| CN221192982U (en) | Change-over beam bottom support sand box |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |