CN210888330U - Prefabricated building enclosure - Google Patents
Prefabricated building enclosure Download PDFInfo
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- CN210888330U CN210888330U CN201921536316.7U CN201921536316U CN210888330U CN 210888330 U CN210888330 U CN 210888330U CN 201921536316 U CN201921536316 U CN 201921536316U CN 210888330 U CN210888330 U CN 210888330U
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Abstract
The utility model relates to the technical field of enclosure wall manufacturing for buildings, in particular to a prefabricated building enclosure wall, which is characterized in that the building enclosure wall consists of a prefabricated wallboard, a prefabricated column and a prefabricated column base, wherein the prefabricated wallboard consists of a truss reinforced concrete layer, an inner plate and an outer plate, the periphery of the truss reinforced concrete layer in the prefabricated wallboard is respectively provided with a wallboard embedded connecting piece, the prefabricated column is in a column shape, the side surface of the prefabricated column of the column shape is respectively provided with a prefabricated column embedded connecting piece, the lower part of the prefabricated column is provided with the prefabricated column base, the prefabricated column base is in a square shape, the upper end surface of the square prefabricated column base is provided with a cup mouth shape for inserting the prefabricated column, the inner diameter of the cup mouth shape connecting groove of the connecting groove is larger than the outer diameter of the prefabricated column, so that a pouring cavity is formed between the cup mouth shape connecting groove and the prefabricated column, and the, the device has the advantages of simple structure, low manufacturing cost, convenience in construction, simplicity in operation, strong applicability, strong shock resistance, high production efficiency and the like.
Description
Technical Field
The utility model belongs to the technical field of enclosure preparation technique for the building and specifically relates to a simple structure, the cost is low, construction convenience, easy operation, suitability are strong, the shock resistance is strong, production efficiency is high prefabricated building enclosure.
Background
As is well known, a building enclosure generally adopts a brick enclosure, and because the brick enclosure has a low cost, the development of other types of enclosures has been limited for a long time, but the brick enclosure also has some disadvantages: firstly, the field masonry work amount is large, and the labor intensity is high; secondly, the field construction speed is slow, and the construction period is long; thirdly, the construction is carried out manually, and the construction quality is difficult to ensure; fourthly, the using height of the brick fence is limited; fifthly, the mortar used for building the brick enclosing wall has poor anti-seismic performance, so that the wall is easy to crack; sixthly, along with the continuous improvement of labor cost, the advantage of low cost of the brick fence is not obvious any more.
Disclosure of Invention
The utility model aims at solving the not enough of above-mentioned prior art, provide a simple structure, cost are low, construction convenience, easy operation, suitability are strong, the shock resistance is strong, production efficiency is high prefabricated building enclosure.
The utility model provides a technical scheme that its technical problem adopted is:
a prefabricated building enclosure is characterized by comprising prefabricated wallboards, prefabricated columns and prefabricated column bases, wherein wallboard embedded connectors are arranged on the peripheries of the prefabricated wallboards respectively, the prefabricated columns are in column shapes, prefabricated column embedded parts welded with the wallboard embedded connectors on the prefabricated wallboards are arranged on the side faces of the prefabricated columns of the column shapes respectively, the left sides and the right sides of the prefabricated columns and the prefabricated wallboards are connected with the prefabricated column embedded parts through the wallboard embedded connectors respectively, the prefabricated column bases are arranged below the prefabricated columns, the prefabricated column bases are square, cup-mouth-shaped connecting grooves for the prefabricated columns to be inserted are arranged on the upper end faces of the square prefabricated column bases, the inner diameters of the cup-mouth-shaped connecting grooves are larger than the outer diameters of the prefabricated columns, a pouring cavity is formed between the cup-mouth-shaped connecting grooves and the prefabricated columns, and concrete layers are arranged in the pouring cavity, and fixedly connecting the prefabricated column with the prefabricated column base through the concrete layer.
Prefabricated wallboard constitute by truss reinforced concrete layer, inner panel and planking, truss reinforced concrete layer's both sides be connected with inner panel and planking respectively, wallboard pre-buried connecting piece establish respectively around the truss reinforced concrete layer of prefabricated wallboard.
Prefabricated column base's lower extreme be equipped with the backing plate that the external diameter is greater than prefabricated column base bottom external diameter, conveniently make level, increase the stability of being connected between prefabricated column base and the ground simultaneously.
Prefabricated wallboard between adjacent prefabricated post be equipped with two at least, prefabricated wallboard between the prefabricated post is parallel form from top to bottom and welds through the wallboard pre-buried connecting piece on two prefabricated wallboards from top to bottom.
The prefabricated wallboard upper end of the top between the adjacent prefabricated post be equipped with prefabricated coping, prefabricated coping's cross-section be the n type, the prefabricated coping of n type comprises interior plate, outer panel and side panel, the both ends of side panel be connected with outer panel and interior plate respectively, realize through interior plate and outer panel respectively the joint in the inboard of the inner panel of prefabricated wallboard and the outside of planking that prefabricated coping is connected between and the prefabricated wallboard.
Truss reinforced concrete layer in the prefabricated wallboard constitute by truss reinforcing bar and concrete, concrete placement forms truss reinforced concrete layer on the truss reinforcing bar, the truss reinforcing bar be triangle-shaped spatial arrangement, increase the rigidity of prefabricated wallboard.
Prefabricated post base establish to ground screw, prefabricated post lower extreme be equipped with the flange that is connected with ground screw upper end ring flange, the flange that the bolt will prefabricated post lower extreme and ground screw upper end is connected and realizes ground screw and prefabricated post fixed connection.
Wallboard pre-buried connecting piece establish to the platelike steel sheet with prefabricated post connecting piece, realize the interconnect between prefabricated wallboard and the prefabricated wallboard, between prefabricated wallboard and the prefabricated post through mutual welding between the platelike steel sheet.
The utility model discloses because this building enclosure comprises prefabricated wallboard, prefabricated post and prefabricated post base, prefabricated wallboard around be equipped with wallboard embedded connector respectively, prefabricated post be the column type, the prefabricated post side of column type be equipped with respectively with prefabricated post embedded connector welded mutually on the prefabricated wallboard prefabricated post, the left and right sides of prefabricated post and prefabricated wallboard be connected through wallboard embedded connector and prefabricated post embedded connector respectively, the below of prefabricated post be equipped with prefabricated post base, prefabricated post base be square, the up end of square prefabricated post base is equipped with the rim of a cup form spread groove that supplies prefabricated post to insert, the internal diameter of rim of a cup form spread groove be greater than prefabricated post's external diameter and make the formation of pouring cavity between rim of a cup form spread groove and the prefabricated post, be equipped with concrete layer in the cavity, make prefabricated post and prefabricated post base fixed connection through concrete layer, the prefabricated wall panel comprises a truss reinforced concrete layer, an inner panel and an outer panel, wherein two sides of the truss reinforced concrete layer are respectively connected with the inner panel and the outer panel, the pre-embedded connecting pieces of the wall panel are respectively arranged around the truss reinforced concrete layer of the prefabricated wall panel, the lower end of the prefabricated column base is provided with a backing plate with the outer diameter larger than the outer diameter of the bottom of the prefabricated column base, the leveling is convenient, the connection stability between the prefabricated column base and the ground is improved, at least two prefabricated wall panels are arranged between adjacent prefabricated columns, the prefabricated wall panels between the prefabricated columns are parallel up and down and are welded through the pre-embedded connecting pieces of the wall panels on the upper prefabricated wall panel and the lower prefabricated wall panel, the upper end of the uppermost prefabricated wall panel between the adjacent prefabricated columns is provided with a prefabricated coping, the cross section of the prefabricated coping is n-shaped, and the prefabricated coping of the n-shaped is composed of an inner panel, the two ends of the upper side plate are respectively connected with the outer side plate and the inner side plate, the inner side plate and the outer side plate are respectively clamped on the inner side of the inner plate of the prefabricated wall plate and the outer side of the outer plate to realize connection between the prefabricated coping and the prefabricated wall plate, the truss reinforced concrete layer in the prefabricated wall plate consists of truss steel bars and concrete, the concrete is poured on the truss steel bars to form the truss reinforced concrete layer, the truss steel bars are arranged in a triangular space to increase the rigidity of the prefabricated wall plate, the prefabricated column base is set as a ground screw, the lower end of the prefabricated column is provided with a connecting flange connected with a flange plate at the upper end of the ground screw, the connecting flange at the lower end of the prefabricated column is connected with a flange plate at the upper end of the ground screw through bolts to realize fixed connection between the ground screw and the prefabricated column, the wallboard pre-embedded connecting piece and the prefabricated column connecting piece, The prefabricated wallboard and the prefabricated column are connected with each other, and the prefabricated wallboard and the prefabricated column have the advantages of being simple in structure, low in manufacturing cost, convenient to construct, simple to operate, high in applicability, strong in shock resistance, high in production efficiency and the like.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a top view of fig. 1.
Fig. 3 is a top cross-sectional view of the prefabricated wall panel of fig. 1.
Fig. 4 is a side view of the prefabricated column of fig. 1.
Fig. 5 is a side view of the prefabricated wall panel of fig. 1.
Fig. 6 is a front cross-sectional view of the prefabricated wall panel of fig. 1.
Detailed Description
The present invention will be further explained with reference to the accompanying drawings:
as shown in the attached drawings, the prefabricated building enclosure is characterized by comprising prefabricated wall boards 1, prefabricated columns 2 and prefabricated column bases 3, wherein each prefabricated wall board 1 comprises a truss reinforced concrete layer 4, an inner board 5 and an outer board 6, two sides of the truss reinforced concrete layer 4 are respectively connected with the inner board 5 and the outer board 6, wall board embedded connectors 7 are respectively arranged on the periphery of the truss reinforced concrete layer 4 in each prefabricated wall board 1, each prefabricated column 2 is in a column shape, prefabricated column embedded connectors 8 welded with the wall board embedded connectors 7 on the prefabricated wall boards 1 are respectively arranged on the side surfaces of the prefabricated columns 2 in the column shape, the left side and the right side of each prefabricated column 2 and the left side of each prefabricated wall board 1 are respectively connected with the prefabricated column embedded connectors 8 through the wall board embedded connectors 7, the prefabricated column bases 3 are arranged below the prefabricated columns 2, the prefabricated column bases 3 are square, the upper end surface of a square precast column base 3 is provided with a cup-mouth-shaped connecting groove 9 for inserting a precast column 2, the inner diameter of the cup-mouth-shaped connecting groove 9 is larger than the outer diameter of the precast column 2, so that a casting cavity 10 is formed between the cup-mouth-shaped connecting groove 9 and the precast column 2, a concrete layer is arranged in the casting cavity 10, the precast column 2 and the precast column base 3 are fixedly connected through the concrete layer, the lower end of the precast column base 3 is provided with a backing plate 11 of which the outer diameter is larger than the outer diameter of the bottom of the precast column base 3, so that the connection stability between the precast column base 3 and the ground is improved, at least two precast wallboards 1 are arranged between the adjacent precast columns 2, the precast wallboards 1 between the precast columns 2 are in an up-down parallel shape and are welded through wallboard embedded connectors 7 on the upper precast wallboard 1 and the lower precast wallboard 1, the upper end of the uppermost precast wallboard 1 between, the cross section of the prefabricated coping 12 is n-shaped, the n-shaped prefabricated coping 12 consists of an inner side plate, an outer side plate and an upper side plate, two ends of the upper side plate are respectively connected with the outer side plate and the inner side plate, the connection between the prefabricated coping 12 and the prefabricated wall plate 1 is realized by respectively clamping the inner side of an inner plate 5 and the outer side of an outer plate 6 of the prefabricated wall plate 1 through the inner side plate and the outer side plate, a truss reinforced concrete layer 4 in the prefabricated wall plate 1 consists of truss reinforced concrete 13 and concrete, the concrete is poured on the truss reinforced concrete 13 to form the truss reinforced concrete layer 4, the truss reinforced concrete 13 is arranged in a triangular space to increase the rigidity of the prefabricated wall plate 1, the prefabricated column base 3 is set as a ground screw, the lower end of the prefabricated column 2 is provided with a connecting flange connected with a flange plate at the upper end of the ground screw, bolts connect the connecting flange at the lower end of the prefabricated column with the flange plate at the upper, the wallboard embedded connecting piece 7 and the prefabricated column 2 connecting piece are plate-shaped steel plates, the prefabricated wallboard 1 and the prefabricated column 2 are mutually connected by mutually welding the plate-shaped steel plates, the precast column base 3 can be cast in situ, the outer plate 6 or the inner plate 5 of the precast wall plate 1 is provided with a lifting point, the hoisting points are set as steel bar hoisting points 14, the steel bar hoisting points 14 are connected with truss steel bars 13 in the prefabricated wall board 1 to ensure the hoisting stability, one end of the wall board embedded connecting piece is exposed, the other end of the wall board embedded connecting piece extends into a truss reinforced concrete layer to be connected with the truss steel bars, the connection stability is ensured, the prefabricated post in be equipped with the reinforcing bar, the one end of prefabricated post built-in fitting on the prefabricated post is exposed, the other end stretches into in the prefabricated post and is connected with the reinforcing bar in the prefabricated post, guarantees the stability of connecting.
When the utility model is used, firstly, the prefabricated column base 3 is buried in the position set on the ground, then the cup-shaped connecting groove 9 on the prefabricated column base 3 is poured with concrete, then the prefabricated column 2 is inserted into the concrete of the cup-shaped connecting groove 9, then the concrete layer is poured to be full, after the fixing and forming, the adjacent prefabricated columns 2 are connected with the prefabricated wall board 1, one wall board can be connected, at least two wall boards which are parallel up and down can also be connected, the wall boards are hoisted, the prefabricated wall boards 1 are mutually welded through the wall board embedded connecting piece 7, the left and right sides of the prefabricated wall board 1 are welded with the prefabricated column embedded piece 8 through the wall board embedded connecting piece 7 to realize the connection between the prefabricated wall board 1 and the prefabricated column 2, the prefabricated coping 12 is clamped on the upper side of the prefabricated wall board 1 to form the whole wall system, the unit length of each prefabricated wall board 1 is 3-5 meters, the enclosure total length is unrestricted, and 1 height of prefabricated wallboard is applicable to all enclosures below 3 meters, and 1 thickness of prefabricated wallboard is unrestricted, and its atress characteristics are: the horizontal wind load acts on a prefabricated wall plate 1 of reinforced concrete, the prefabricated wall plate 1 transmits force to prefabricated columns 2 of the reinforced concrete on two sides through horizontal force transmission, the prefabricated columns 2 of the reinforced concrete transmit the force downwards to a prefabricated column base 3 below the column, the whole structure is simple in stress, the force transmission path is simple and clear, the thickness of concrete of each prefabricated wall plate 1 is 50-60 mm, the height of truss reinforcements 13 is 80mm, the truss reinforcements 13 are arranged in a triangular space, the truss reinforcements 13 are integrally cast with the concrete wall plate to increase the rigidity outside the plane of the wall plate, the smooth surfaces of the inner plate 5 and the outer plate 6 are spliced into a section of enclosure, the truss reinforcements 13 are arranged inside the enclosure, the appearance effect of the enclosure is not influenced, the requirements of different wall thicknesses can be met by adjusting the distance between the inner plate 5 and the outer plate 6, the prefabricated wall plate 1 is produced on a steel formwork table of a factory, the exposed smooth surface of the prefabricated wall plate 1 is very, the flatness of the wall surface is far superior to that of a brick enclosing wall, plastering is not needed after on-site installation, real stone paint can be sprayed after simple pointing treatment, plastering procedures are reduced, construction speed is improved, construction cost is saved, the upper end surface of the prefabricated column base 3 adopts the cup-shaped connecting groove 9, on-site installation and construction speed is high, construction quality can be guaranteed, the prefabricated wall panel 1 and the prefabricated column 2 are embedded with steel plate connecting pieces when being processed in a factory, the prefabricated wall panel and the prefabricated column are directly welded and connected during on-site hoisting, the connection mode is simple and rapid, operation is simple, construction quality is guaranteed, and inspection is convenient, the prefabricated wall panel 1 adopts a reinforced concrete wall panel with truss reinforcing steel bars 13, the components are connected by welding, and the horizontal wind load resistance and horizontal earthquake resistance of the prefabricated wall are higher than those of the brick enclosing wall regardless of the components or the connection between the components, and simultaneously, self weight is, concrete intensity is high, this enclosure can effectively prevent the wall body fracture, prefabricated enclosure, 70% work is accomplished at prefabricated mill's processing, remaining 30% work is the cast-in-place basis construction of building site and prefabricated post base 3, prefabricated post 2, prefabricated wallboard 1, the prefabricated field installation of coping 12. Industrialized production efficiency is high, and the product precision is high, and the quality is guaranteed, practices thrift the cost, and energy saving consumes, green, industrial production can reduce the on-the-spot wet work of building site simultaneously, does not occupy the on-the-spot place of building site, does not influence other processes on the site of building site, and every wallboard sets up 2~4 truss reinforcing bars 13 according to the slab width difference, the utility model provides a prefabricated wallboard can integrated into one piece, the utility model discloses because this building enclosure comprises prefabricated wallboard 1, prefabricated post 2 and prefabricated post base 3, prefabricated wallboard 1 constitute by truss reinforced concrete layer 4, inner panel 5 and planking 6, truss reinforced concrete layer 4's both sides be connected with inner panel 5 and planking 6 respectively, truss reinforced concrete layer 4 in prefabricated wallboard 1 be equipped with wallboard pre-buried connecting piece 7 all around respectively, prefabricated post 2 be the column type, the side of prefabricated post 2 of column type be equipped with respectively with prefabricated wallboard pre-buried connecting piece 7 on the wallboard 1 The prefabricated column embedded parts are welded 8, the left side and the right side of the prefabricated column 2 and the prefabricated wallboard 1 are respectively connected with the prefabricated column embedded parts 8 through wallboard embedded connecting parts 7, a prefabricated column base 3 is arranged below the prefabricated column 2, the prefabricated column base 3 is square, a cup-shaped connecting groove 9 for the prefabricated column 2 to insert is arranged on the upper end face of the square prefabricated column base 3, the inner diameter of the cup-shaped connecting groove 9 is larger than the outer diameter of the prefabricated column 2, a pouring cavity 10 is formed between the cup-shaped connecting groove 9 and the prefabricated column 2, a concrete layer is arranged in the pouring cavity 10, the prefabricated column 2 and the prefabricated column base 3 are fixedly connected through the concrete layer, a backing plate 11 with the outer diameter larger than the outer diameter of the bottom of the prefabricated column base 3 is arranged at the lower end of the prefabricated column base 3, the connection stability between the prefabricated column base 3 and the ground is improved, at least two prefabricated wallboards 1 between the adjacent prefabricated columns 2 are arranged, the prefabricated wall panels 1 between the prefabricated columns 2 are parallel up and down and are welded through the wall panel embedded connecting pieces 7 on the upper prefabricated wall panel 1 and the lower prefabricated wall panel 1, the upper end of the uppermost prefabricated wall panel 1 between the adjacent prefabricated columns 2 is provided with a prefabricated coping 12, the section of the prefabricated coping 12 is n-shaped, the n-shaped prefabricated coping 12 consists of an inner side plate, an outer side plate and an upper side plate, two ends of the upper side plate are respectively connected with the outer side plate and the inner side plate, the connection between the prefabricated coping 12 and the prefabricated wall panels 1 is realized by respectively clamping the inner side plate and the outer side plate on the inner side of an inner plate 5 and the outer side of an outer plate 6 of the prefabricated wall panel 1, a truss reinforced concrete layer 4 in the prefabricated wall panel 1 consists of truss reinforced bars 13 and concrete, the concrete is poured on the truss reinforced bars 13 to form the truss reinforced concrete layer 4, the truss bars 13 are arranged in a triangular space, increase prefabricated wallboard 1's rigidity, prefabricated post base 3 establish to ground screw, 2 lower extremes of prefabricated post are equipped with the flange that is connected with ground screw upper end ring flange, the flange that the flange of bolt lower extreme and ground screw upper end are connected and realize ground screw and prefabricated 2 fixed connection of post, wallboard pre-buried connecting piece 7 and prefabricated 2 connecting pieces of post establish to the platelike steel sheet, realize through the interconnect between prefabricated wallboard 1 and the prefabricated wallboard 1, between prefabricated wallboard 1 and the prefabricated post 2 between the plate-like steel sheet mutual welding, have simple structure, the cost is low, construction convenience, easy operation, the suitability is strong, the shock resistance is strong, advantages such as production efficiency height.
Claims (8)
1. A prefabricated building enclosure is characterized by comprising prefabricated wallboards, prefabricated columns and prefabricated column bases, wherein wallboard embedded connectors are arranged on the peripheries of the prefabricated wallboards respectively, the prefabricated columns are in column shapes, prefabricated column embedded parts welded with the wallboard embedded connectors on the prefabricated wallboards are arranged on the side faces of the prefabricated columns of the column shapes respectively, the left sides and the right sides of the prefabricated columns and the prefabricated wallboards are connected with the prefabricated column embedded parts through the wallboard embedded connectors respectively, the prefabricated column bases are arranged below the prefabricated columns, the prefabricated column bases are square, cup-mouth-shaped connecting grooves for the prefabricated columns to be inserted are arranged on the upper end faces of the square prefabricated column bases, the inner diameters of the cup-mouth-shaped connecting grooves are larger than the outer diameters of the prefabricated columns, a pouring cavity is formed between the cup-mouth-shaped connecting grooves and the prefabricated columns, and concrete layers are arranged in the pouring cavity, and fixedly connecting the prefabricated column with the prefabricated column base through the concrete layer.
2. The prefabricated building enclosure of claim 1, wherein the prefabricated wall panel is composed of a truss reinforced concrete layer, an inner plate and an outer plate, two sides of the truss reinforced concrete layer are respectively connected with the inner plate and the outer plate, and the wallboard embedded connectors are respectively arranged around the truss reinforced concrete layer of the prefabricated wall panel.
3. A prefabricated building enclosure as claimed in claim 1 wherein said lower end of said prefabricated column base is provided with a backing plate having an outer diameter greater than the outer diameter of the bottom of said prefabricated column base.
4. A prefabricated building enclosure as claimed in claim 1 wherein there are at least two prefabricated wall panels between adjacent prefabricated columns, the prefabricated wall panels between the prefabricated columns being juxtaposed and welded together by means of wall panel pre-embedded connectors on the two prefabricated wall panels.
5. A prefabricated building enclosure as claimed in claim 4 wherein said uppermost prefabricated wall panel between adjacent prefabricated columns has a prefabricated coping formed at its upper end, said prefabricated coping having an n-shaped cross-section comprising an inner side plate, an outer side plate and an upper side plate, said upper side plate having opposite ends connected to said outer side plate and said inner side plate, said inner side plate and said outer side plate being adapted to be engaged with said inner side and said outer side of said prefabricated wall panel to provide a connection between said prefabricated coping and said prefabricated wall panel.
6. A prefabricated building enclosure as claimed in claim 2 wherein said truss rebar in said prefabricated wall panel is comprised of truss rebar and concrete poured over said truss rebar to form said truss rebar, said truss rebar being triangularly disposed.
7. A prefabricated building enclosure as claimed in claim 1 wherein said prefabricated column base is a ground screw, the lower end of the prefabricated column is provided with a connecting flange connected to a flange at the upper end of the ground screw, and bolts connect the connecting flange at the lower end of the prefabricated column to the flange at the upper end of the ground screw to fixedly connect the ground screw to the prefabricated column.
8. A prefabricated building enclosure according to claim 1 or 3, wherein said wall panel pre-embedded connectors and said prefabricated column connectors are plate-shaped steel plates, and the mutual connection between the prefabricated wall panels and between the prefabricated column and the prefabricated wall panels is realized by mutual welding between the plate-shaped steel plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921536316.7U CN210888330U (en) | 2019-09-17 | 2019-09-17 | Prefabricated building enclosure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921536316.7U CN210888330U (en) | 2019-09-17 | 2019-09-17 | Prefabricated building enclosure |
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| Publication Number | Publication Date |
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| CN210888330U true CN210888330U (en) | 2020-06-30 |
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| CN201921536316.7U Active CN210888330U (en) | 2019-09-17 | 2019-09-17 | Prefabricated building enclosure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113931525A (en) * | 2021-11-22 | 2022-01-14 | 中国建筑第二工程局有限公司 | Anti-collision enclosure for building construction and use method thereof |
| CN115142553A (en) * | 2022-07-18 | 2022-10-04 | 山东大学 | Multi-layer assembled concrete plate type structure house and installation method thereof |
-
2019
- 2019-09-17 CN CN201921536316.7U patent/CN210888330U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113931525A (en) * | 2021-11-22 | 2022-01-14 | 中国建筑第二工程局有限公司 | Anti-collision enclosure for building construction and use method thereof |
| CN113931525B (en) * | 2021-11-22 | 2023-02-24 | 中国建筑第二工程局有限公司 | Anti-collision enclosure for building construction and use method thereof |
| CN115142553A (en) * | 2022-07-18 | 2022-10-04 | 山东大学 | Multi-layer assembled concrete plate type structure house and installation method thereof |
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