CN216921644U - Prefabricated enclosure - Google Patents
Prefabricated enclosure Download PDFInfo
- Publication number
- CN216921644U CN216921644U CN202022348607.2U CN202022348607U CN216921644U CN 216921644 U CN216921644 U CN 216921644U CN 202022348607 U CN202022348607 U CN 202022348607U CN 216921644 U CN216921644 U CN 216921644U
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- China
- Prior art keywords
- prefabricated
- plate
- enclosure
- foundation
- enclosure wall
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 claims description 26
- 239000010959 steel Substances 0.000 claims description 26
- 238000004873 anchoring Methods 0.000 claims description 8
- 239000006260 foam Substances 0.000 claims description 8
- 239000011150 reinforced concrete Substances 0.000 claims description 7
- 238000005253 cladding Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 31
- 230000006872 improvement Effects 0.000 description 9
- 238000012986 modification Methods 0.000 description 4
- 230000004048 modification Effects 0.000 description 4
- 239000004567 concrete Substances 0.000 description 3
- 238000004026 adhesive bonding Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 210000001503 joint Anatomy 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 238000012546 transfer Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Fencing (AREA)
Abstract
The utility model provides a prefabricated assembly type enclosure wall which comprises a foundation plate, vertical supporting pieces and enclosure plates, wherein the vertical supporting pieces are uniformly arranged on the foundation plate, and each enclosure plate is arranged on the foundation plate through two adjacent vertical supporting pieces. According to the prefabricated enclosure and the construction method thereof, the foundation plate, the enclosure plate and the vertical support piece are all prefabricated and processed in factories, and during site construction, only prefabricated parts are required to be assembled on site, so that the prefabricated enclosure is high in construction efficiency, safe, environment-friendly, convenient to replace, capable of being recycled and long in service life.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to a prefabricated wall.
Background
No matter be the job site or with the supporting life of construction and office area all need use to enclose the fender and cut apart each subregion in the construction, ensure construction, life and office area safety and order. Traditional enclosure generally adopts the enclosure, and current construction enclosure generally adopts the brickwork to build by laying bricks or stones and uses the mortar to whitewash, not only the construction difficulty, the period of construction is long, the cost is high, produces great construction waste simultaneously, the polluted environment.
At present, the foundation of the simple color steel plate enclosing wall adopted in some construction sites mainly adopts a cast-in-place reinforced concrete strip foundation, the color steel plates are simply spliced and are easy to damage in the using process, the color steel plates cannot be reused after the construction of one project is finished, and in addition, the cast-in-place concrete foundation needs to be chiseled, so that the effects of quick assembly and disassembly and reutilization cannot be achieved, and the economic benefit is low. Therefore, considering comprehensive construction convenience and project cost, the deepening design of the prefabricated construction enclosure wall is a technical problem that green construction is advocated at present and the economical society is in advance to await research.
SUMMERY OF THE UTILITY MODEL
In order to solve the problems of long construction period, high manufacturing cost and environmental pollution of masonry walling in the prior art and the problems that the existing color steel plates are easy to assemble and damage, cannot be repeatedly used and cannot be quickly assembled and disassembled, the utility model provides a prefabricated assembly type fence on one hand, which comprises the following components: foundatin plate, vertical support piece and bounding wall, it is a plurality of vertical support piece evenly set up in on the foundatin plate, each the bounding wall is through two adjacent vertical support piece set up in on the foundatin plate.
The further improvement is that the foundation plate is provided with an embedded part, and the vertical supporting piece is fixedly arranged on the embedded part through a bolt.
The further improvement is that a hoisting piece is arranged on the foundation plate.
The further improvement is that the embedded part comprises an embedded steel plate arranged on the foundation plate, at least two anchoring feet are arranged at the bottom of the embedded steel plate, and a plurality of bolt holes are formed in the embedded steel plate.
The further improvement is that a cushion layer is arranged below the embedded steel plate.
In a further improvement, the thickness of the cushion layer is less than the height of the anchoring foot.
In a further improvement, one side of the edge of the enclosing plate is connected to the vertical supporting piece through a vertical connecting component.
The improved structure is characterized in that the connecting assembly comprises a hook arranged on the vertical supporting piece and a hanging piece arranged on the edge of the enclosing plate and matched with the hook.
The improved structure is characterized in that the coaming comprises a foam color steel plate, and a first coaming layer is arranged around the foam color steel plate.
The further improvement is that the foundation plate comprises a reinforced concrete structural plate, and a second cladding layer is arranged on the periphery of the reinforced concrete structural plate.
On the other hand, the utility model also provides a construction method of the prefabricated enclosure wall, which comprises the following steps:
surveying the construction site of the preinstalled wall, leveling the construction part of the wall, digging a groove and leveling by yellow sand;
hoisting the foundation plate into the trench, backfilling and compacting;
fixedly mounting the bottom of the vertical support piece on the foundation plate;
mounting the coamings on the vertical support, and gluing a gap between two adjacent coamings in butt joint;
and inspecting the constructed enclosing wall.
The utility model has the following beneficial effects:
according to the prefabricated enclosure wall provided by the utility model, the foundation plate, the enclosure plate and the vertical support piece are all prefabricated and processed in a factory, and during field construction, only prefabricated parts are required to be assembled on site, so that the prefabricated enclosure wall is high in construction efficiency, safe, environment-friendly, convenient to replace, recyclable and long in service life.
Drawings
FIG. 1 is a schematic structural view of a prefabricated assembly wall of the present invention;
FIG. 2 is a schematic view of an embedment configuration of the present invention;
FIG. 3 is a schematic view of an embedment configuration of the present invention;
FIG. 4 is a schematic view of a connecting assembly of the present invention;
FIG. 5 is a schematic view of a hook structure of the present invention;
FIG. 6 is an enlarged partial schematic view of the vertical support of the present invention;
FIG. 7 is a schematic view of a suspension member according to the present invention;
fig. 8 is a schematic diagram of the shroud structure of the present invention.
Detailed Description
The present invention will now be described in further detail with reference to the accompanying drawings. These drawings are simplified schematic views illustrating only the basic structure of the present invention in a schematic manner, and thus show only the constitution related to the present invention.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the utility model, "a plurality" means two or more unless specifically limited otherwise.
In the present invention, unless otherwise expressly specified or limited, the terms "mounted," "connected," "secured," and the like are to be construed broadly and can include, for example, fixed connections, detachable connections, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the utility model can be understood according to specific situations by those skilled in the art.
In one aspect, as shown in fig. 1, the present invention provides a prefabricated assembly type enclosure, comprising: foundatin plate 1, vertical support piece 2 and bounding wall 3, it is a plurality of vertical support piece 2 is arranged and is just installed uniformly in one row on foundatin plate 1, each the bounding wall 3 is through two adjacent vertical support piece 2 set up in on the foundatin plate 1. Specifically, when the foundation plates 1 are prefabricated, a plurality of foundation plates 1 are prefabricated according to the length of a required enclosing wall, the construction sequence of the foundation plates 1 is set, and the installation positions of the vertical supporting pieces 3 on the foundation plates 1 are preset according to the width of the enclosing plates 3, so that the connecting edges of two adjacent enclosing plates 3 are fixedly installed by using one vertical supporting piece 3; or the width of the foundation plate 1 is consistent with the width of the coaming 3 which is extended in the transverse direction when the foundation plate is prefabricated, and two vertical supporting pieces 2 are installed on each foundation plate 1.
According to the prefabricated enclosure and the construction method thereof, the foundation plate, the enclosure plate and the vertical support piece are all prefabricated and processed in factories, and during site construction, only prefabricated parts are required to be assembled on site, so that the prefabricated enclosure is high in construction efficiency, safe, environment-friendly, convenient to replace, capable of being recycled and long in service life.
As shown in fig. 1, in order to improve that the surrounding plate 3 is more stable, it is necessary to ensure that the vertical support member 2 is stable when being installed, therefore, the technical scheme is further improved in that, when the foundation plate 1 is prefabricated, the embedded part 4 is installed on the foundation plate 1, and the assembly is installed on a construction site, the vertical support member 2 is only required to be fixedly installed on the embedded part 4 through bolts, so that the bottom of the vertical support member 2 is more stable in connection through the connection mode of the embedded part, so that the shaking cannot occur, the bottom of the vertical support member 2 cannot easily fall off from the foundation plate 1, and the transverse supporting force is enhanced.
In order to facilitate the transfer of the foundation plate 1, the technical scheme is further improved in that a hoisting part is embedded on the foundation plate 1 during prefabrication of the foundation plate 1, so that the foundation plate 1 is convenient to hoist and transfer, and the construction speed of a construction site is improved.
As shown in fig. 2 and 3, in order to improve the degree of stability of the bottom of the vertical support 2 connected to the foundation plate 1, the further improvement of this technical scheme is that the embedded part 4 includes an embedded steel plate 41 disposed on the foundation plate 1, at least two anchoring feet 42 are disposed at the bottom of the embedded steel plate 41, in order to improve the degree of stability of the embedded part 4 on the foundation plate 1, the anchoring feet 42 can extend outward, specifically, the anchoring feet 42 can be arc-shaped, L-shaped or other regular shapes or irregular shapes extending outward from the bottom, the embedded steel plate 41 is provided with a plurality of bolt holes 43, and the positions of the holes of the bolt holes 43 correspond to the positions of the bolt holes at the bottom of the vertical support 2.
As shown in fig. 3, in order to prevent the fixed length of the bolts of the embedded part 4 from being insufficient, a cushion layer 44 is arranged below the embedded steel plate 41 to prevent concrete from entering the bolt holes and ensure the anchoring length of the bolts.
In a further development, the thickness of the cushion layer 44 is smaller than the height of the anchoring foot 42.
The cushion layer 44 may be made of foam or other material that is easily penetrated by a bolt.
As shown in fig. 4, in order to facilitate the installation and detachment of the coaming 3, a further improvement of the present technical solution is that one side of the edge of the coaming 3 is connected to the vertical support member 2 through a vertical connection assembly 5, so as to realize a detachable connection manner between the coaming 3 and the vertical support member 2.
As shown in fig. 5 to 7, in a further modification, the connecting assembly 5 includes a hook 51 disposed on the vertical support 2 and a hanger 52 disposed on an edge of the coaming 3 and matched with the hook 51. The hanging member 52 may be a monitoring sleeve welded to the edge of the enclosing plate 3, or an upwardly extending hole dug in the edge of the enclosing plate 3.
As shown in fig. 8, the coaming 3 further comprises a color foam steel plate, and a first coaming layer 31 is arranged around the color foam steel plate. Specifically, prefabricated bounding wall 3 can adopt the various steel sheet of foam of two standard width to assemble, highly is 2.5 meters, adopts the channel-section steel to bordure all around, and channel-section steel sets up coupling assembling 5 with 2 hookup location departments of vertical support piece.
As shown in fig. 1, the foundation slab 1 comprises a reinforced concrete structural slab, and a second cladding layer 11 is arranged around the reinforced concrete structural slab. Specifically, C20 concrete with the thickness of 0.15 m and the reinforcing steel bar of phi 12 can be used for prefabricating the foundation plate 1, channel steel is used for edge wrapping around the foundation plate, and the embedded part 4 and the hoisting part are embedded in the prefabricating process.
On the other hand, the utility model also provides a construction method of the prefabricated enclosure wall, which comprises the following steps:
surveying the construction site of the preinstalled wall, leveling the construction part of the wall, digging a groove and leveling by yellow sand;
hoisting the foundation plate 1 into the trench, backfilling and compacting;
fixedly mounting the bottom of the vertical support member 2 on the foundation plate 1;
mounting the coamings 3 on the vertical support member 2, and gluing a gap between two adjacent coamings 3 in butt joint;
and inspecting the constructed enclosing wall.
The embodiments in the present description are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same and similar parts among the embodiments are referred to each other.
It will be apparent to those skilled in the art that various changes and modifications may be made in the utility model without departing from the spirit and scope of the utility model. Thus, if such modifications and variations of the present invention fall within the scope of the claims of the present invention and their equivalents, the present invention is also intended to include such modifications and variations.
Claims (10)
1. A prefabricated enclosure, comprising: the vertical supporting pieces are uniformly arranged on the foundation plate, and each enclosing plate is arranged on the foundation plate through two adjacent vertical supporting pieces;
and each foundation plate is provided with two vertical supporting pieces for fixing one coaming.
2. The prefabricated assembly type enclosure wall as claimed in claim 1, wherein the foundation plate is provided with embedded parts, and the vertical supporting members are fixedly arranged on the embedded parts by bolts.
3. The prefabricated assembly type enclosure wall of claim 2, wherein said foundation plate is provided with a sling.
4. The prefabricated assembly type enclosure wall as claimed in claim 2, wherein the embedded part comprises an embedded steel plate arranged on the foundation plate, at least two anchoring feet are arranged at the bottom of the embedded steel plate, and a plurality of bolt holes are formed in the embedded steel plate.
5. The prefabricated enclosure wall of claim 4, wherein a cushion layer is arranged below the embedded steel plate.
6. The prefabricated assembly enclosure of claim 5 wherein said underlayment thickness is less than said anchor foot height.
7. The prefabricated assembly type enclosure wall of claim 1, wherein one side of the edge of the enclosure is connected to the vertical support member by a vertical connection assembly.
8. The prefabricated assembly type enclosure wall of claim 7, wherein the connecting assembly comprises a hook arranged on the vertical support member and a hanging member arranged on the edge of the enclosure wall and matched with the hook.
9. The prefabricated enclosure of claim 1, wherein the enclosure comprises a foam color steel plate, and the foam color steel plate is provided with a first enclosing layer at the periphery.
10. The prefabricated assembly type enclosure wall of claim 1, wherein the foundation slab comprises a reinforced concrete structural slab, and a second cladding layer is arranged around the reinforced concrete structural slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022348607.2U CN216921644U (en) | 2020-10-21 | 2020-10-21 | Prefabricated enclosure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022348607.2U CN216921644U (en) | 2020-10-21 | 2020-10-21 | Prefabricated enclosure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216921644U true CN216921644U (en) | 2022-07-08 |
Family
ID=82223773
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022348607.2U Expired - Fee Related CN216921644U (en) | 2020-10-21 | 2020-10-21 | Prefabricated enclosure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216921644U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112324243A (en) * | 2020-10-21 | 2021-02-05 | 上海建工七建集团有限公司 | Prefabricated wall and construction method thereof |
-
2020
- 2020-10-21 CN CN202022348607.2U patent/CN216921644U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112324243A (en) * | 2020-10-21 | 2021-02-05 | 上海建工七建集团有限公司 | Prefabricated wall and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220708 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |