CN113026935A - Prefabricated plate of assembled structure and assembly structure thereof - Google Patents
Prefabricated plate of assembled structure and assembly structure thereof Download PDFInfo
- Publication number
- CN113026935A CN113026935A CN202110307454.3A CN202110307454A CN113026935A CN 113026935 A CN113026935 A CN 113026935A CN 202110307454 A CN202110307454 A CN 202110307454A CN 113026935 A CN113026935 A CN 113026935A
- Authority
- CN
- China
- Prior art keywords
- prefabricated
- adjacent
- plates
- plate
- splicing part
- 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.)
- Pending
Links
- 230000007704 transition Effects 0.000 claims abstract description 29
- 238000010276 construction Methods 0.000 claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims description 34
- 239000010959 steel Substances 0.000 claims description 34
- 230000000712 assembly Effects 0.000 claims 2
- 238000000429 assembly Methods 0.000 claims 2
- 210000000746 body region Anatomy 0.000 description 3
- 239000004567 concrete Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4157—Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
The invention belongs to the technical field of constructional engineering, and particularly relates to a prefabricated slab with an assembled structure, which comprises a main body area and a transition area which are integrally formed; the main body area is provided with a first splicing part which is a step-shaped structure formed by downwards sinking the edge of the upper surface of the main body area; the transition area is provided with a second splicing part which is a sunken structure formed by inwards sunken side surfaces of the transition area; the extending direction of the first splicing part and the extending direction of the second splicing part are consistent with the arrangement direction of the main body area and the transition area on the prefabricated plate; the assembly structure comprises a plurality of prefabricated plates which are arranged in two rows along the longitudinal direction of the assembly structure; along the longitudinal direction of the assembled structure, the adjacent first splicing parts of the adjacent prefabricated plates are opposite to form a groove, and the adjacent second splicing parts of the adjacent prefabricated plates are opposite to form a through groove; and rear cast-in-place structures are poured in the grooves, the through grooves and between the two rows of prefabricated plates. The invention can improve the node strength and the integrity of the assembled structure and effectively shorten the construction period.
Description
Technical Field
The invention belongs to the technical field of constructional engineering, and particularly relates to a prefabricated slab with an assembled structure and an assembled structure thereof.
Background
The existing stage structure mostly adopts cast-in-place reinforced concrete construction, the construction operation environment is poor, the process is complex, the speed is slow, the influence of various weather and climate is large, the construction quality is influenced by various factors and is difficult to ensure, and meanwhile, a lot of waste building rubbish is generated in the construction process, thereby wasting resources and polluting the environment.
With the progress of science and technology, the development of equipment manufacturing industry and the upgrading and transformation of industry, more and more work is carried out by replacing manpower with machines, and high technology replaces labor-intensive type and automatic control equipment replaces manual control. Structural members and the like required in the field of building engineering are gradually produced in batches in factories and then transported to the site for assembly.
In order to solve the problems existing in cast-in-place construction, an assembly type structure is adopted at present, prefabricated components are transported to the site to be assembled, and the construction operation efficiency and the component construction quality are improved. However, in the existing assembly type structure, the positioning between the prefabricated plates is easy to deviate, and the integrity of the assembled structure of the prefabricated plates is difficult to guarantee.
Disclosure of Invention
In order to overcome the defects of the prior art, the invention aims to provide a prefabricated slab with an assembly type structure and an assembly structure thereof, which can solve the problems of low construction efficiency, complex process, difficult guarantee of construction quality of components and the like in cast-in-place operation, improve the assembly and positioning accuracy of the prefabricated components and the integrity of the assembly structure of the prefabricated slab, and shorten the construction period.
In order to achieve the above object, the technical solution of the present invention is a prefabricated panel of an assembled structure, the prefabricated panel including a main body region and a transition region integrally formed; the main body area is provided with a first splicing part which is a step-shaped structure formed by downwards sinking the edge of the upper surface of the main body area; the transition region is provided with a second splicing part which is a concave structure formed by inwards concave side surfaces of the transition region; the extending direction of the first splicing part and the extending direction of the second splicing part are consistent with the arrangement direction of the main body area and the transition area on the prefabricated slab.
Furthermore, one end of the transition area, which is far away from the main body area, is provided with a connecting piece for positioning and connecting with an adjacent prefabricated plate.
The invention also provides an assembling structure of the prefabricated plates with the assembled structure, which comprises the prefabricated plates, wherein the prefabricated plates are provided with a plurality of prefabricated plates which are arranged in two rows along the longitudinal direction of the assembled structure; along the longitudinal direction of the assembled structure, one side, used for being spliced with an adjacent prefabricated slab, of each prefabricated slab is provided with a first splicing part and a second splicing part, the adjacent first splicing parts of the adjacent prefabricated slabs are opposite to form a groove, and the adjacent second splicing parts of the adjacent prefabricated slabs are opposite to form a through groove; and rear cast-in-place structures are poured in the grooves, in the through grooves and between the two rows of prefabricated plates.
Further, the grooves on the same side of the prefabricated plate are communicated with the through grooves.
Furthermore, the connecting piece comprises two embedded components which are oppositely arranged from top to bottom, and the two embedded components are respectively positioned above and below the second splicing part.
Furthermore, the embedded assembly comprises a plurality of anchor bars which are arranged at intervals along the longitudinal direction of the fabricated structure, one ends of the anchor bars are embedded into the transition area, and the other ends of the anchor bars extend out of the prefabricated plates and are used for being connected with corresponding anchor bars on the prefabricated plates which are adjacent along the transverse direction of the fabricated structure.
Furthermore, along the transverse direction of the fabricated structure, two embedded components on one prefabricated plate are respectively connected with two embedded components on the other prefabricated plate through two connecting steel plates arranged along the longitudinal direction of the fabricated structure.
Furthermore, the connecting steel plate comprises a main plate and two first side wing plates, and two sides of the main plate in the transverse direction of the assembled structure are respectively connected with the two first side wing plates; two first side wing boards are connected with two pre-buried subassemblies that set up along assembled structure is horizontal relatively respectively.
Furthermore, second side wing plates are arranged on the two sides of the main board along the longitudinal direction of the assembly type structure; and along the longitudinal direction of the assembly type structure, the adjacent second side wing plates on the two adjacent connecting steel plates are connected through bolts.
Furthermore, be equipped with on the connecting steel plate that lies in above and supply to extend to between two connecting steel plates with connecting steel plate and pre-buried subassembly fixed connection and will follow two connecting steel plate fixed connection's that assembled structure is adjacent on the longitudinal operation hole.
Compared with the prior art, the invention has the beneficial effects that:
(1) the prefabricated plates are adopted in the assembly type structure and are assembled after being transported to the site, so that the production efficiency can be improved, the building quality can be improved, the labor force can be saved, and the like;
(2) the prefabricated slab is provided with the first splicing parts, the transition area is provided with the second splicing parts, the adjacent first splicing parts of the adjacent prefabricated slabs are opposite to form a groove in the longitudinal direction of the assembled structure, the adjacent second splicing parts of the adjacent prefabricated slabs are opposite to form a through groove, and then concrete is poured into the groove and the through groove to improve the integrity of the assembled structure of the prefabricated slabs in the longitudinal direction;
(3) according to the prefabricated plate, the connecting piece is arranged at one end, away from the main body area, of the transition area of the prefabricated plate, the connecting pieces on the two prefabricated plates are connected through the two connecting steel plates in the transverse direction of the assembled structure, and concrete is poured between the two prefabricated plates, so that the strength of a connecting node between the prefabricated plates in the transverse direction can be improved; the assembly precision is high, the on-site construction efficiency is high, and the construction period can be effectively shortened;
(4) in the invention, cast-in-place wet nodes are adopted between prefabricated plates in the transverse direction and the longitudinal direction of the fabricated structure, thereby improving the integrity of the fabricated structure.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments of the present invention or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a schematic view of a splicing structure of prefabricated panels of a prefabricated structure according to an embodiment of the present invention;
FIG. 2 is a view A-A of FIG. 1;
FIG. 3 is a schematic illustration of the assembly of the main body area of the precast slab;
FIG. 4 is a view B-B of FIG. 1;
FIG. 5 is a schematic illustration of the assembly of the transition zone of the precast slab;
FIG. 6 is a view C-C of FIG. 1;
FIG. 7 is a schematic view showing the connection between two prefabricated panels arranged in the transverse direction of the prefabricated construction;
in the figure: 1. the prefabricated slab comprises a prefabricated slab 11, a main body area 111, a first splicing part 112, a groove 12, a transition area 121, a second splicing part 122, a through groove 2, an anchor bar 3, a connecting steel plate 31, a main plate 32, a first side wing plate 33, a second side wing plate 4, a rear cast-in-place structure 5, a nut 6, a side wall 7 and a building enclosure.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "center", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and thus, are not to be construed as limiting the present invention.
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 present invention, "a plurality" means two or more unless otherwise specified.
Example one
As shown in fig. 1, 3 and 5, the present embodiment provides a prefabricated panel 1 of a prefabricated structure, the prefabricated panel 1 including a main body region 11 and a transition region 12 integrally formed; the main body area 11 is provided with a first splicing part 111, and the first splicing part 111 is a step-shaped structure formed by downwards recessing the edge of the upper surface of the main body area 11; the transition region 12 has a second splicing part 121, and the second splicing part 121 is a concave structure formed by inwards concave side surfaces of the transition region 12; the extending direction of the first splicing part 111 and the extending direction of the second splicing part 121 are consistent with the arrangement direction of the main body area and the transition area on the prefabricated slab. The prefabricated slab 1 of the embodiment is provided with the first splicing part 111 and the second splicing part 121, so that when adjacent prefabricated slabs 1 are spliced, the adjacent first splicing part 111 and the adjacent second splicing part 121 of the adjacent prefabricated slabs 1 are spliced into the groove 112 and the through groove 122 respectively, and after concrete is poured in the groove 112 and the through groove 122, the integrity of the spliced structure of the prefabricated slabs 1 in the longitudinal direction can be improved.
The present embodiment provides a first splice 111 and a second splice 121 on one side of the prefabricated panel 1 for the end; a first splicing part 111 and a second splicing part 121 are provided on both sides of the prefabricated panel 1 for the middle portion, as shown in fig. 3 and 5, the longitudinal section of the main body region 11 of the prefabricated panel 1 is of an inverted T shape, and the longitudinal section of the transition region 12 is of an i shape.
Further, the end of the transition area 12 facing away from the main body area 11 is provided with a connecting piece for positioning connection with the adjacent prefabricated panels 1. As shown in fig. 6 and 7, the connecting member is positioned and connected to the connecting members of the prefabricated panels 1 adjacent in the transverse direction of the fabricated structure, thereby improving the positioning accuracy in the transverse direction of the fabricated structure and the strength of the connection node.
Example two
As shown in fig. 1 to 7, the present embodiment provides a prefabricated panel 1 assembly structure of an assembly type structure, including the prefabricated panel 1 of the first embodiment, wherein the prefabricated panel 1 has a plurality of prefabricated panels 1 arranged in two rows along the longitudinal direction of the assembly type structure; along the longitudinal direction of the assembled structure, one side, used for being spliced with an adjacent prefabricated slab 1, of each prefabricated slab 1 is provided with a first splicing part 111 and a second splicing part 121, the adjacent first splicing parts 111 of the adjacent prefabricated slabs 1 are opposite to form a groove 112, and the adjacent second splicing parts 121 of the adjacent prefabricated slabs 1 are opposite to form a through groove 122; and rear cast-in-place structures 4 are poured in the grooves 112, the through grooves 122 and between the two rows of precast slabs 1. In the embodiment, cast-in-place connection is adopted between the prefabricated plates 1 adjacent in the longitudinal direction of the fabricated structure and between the prefabricated plates 1 in the transverse direction, so that the integrity of the prefabricated plate assembled structure is improved.
Optimally, the groove 112 positioned on the same side of the prefabricated plate 1 is communicated with the through groove 122; the through groove 122 is communicated with the gap between the prefabricated panels 1 in the transverse direction, and the rear cast-in-place structure 4 in the groove 112, the rear cast-in-place structure 4 in the through groove 122 and the rear cast-in-place structure 4 between two prefabricated panels 1 arranged in the transverse direction of the fabricated structure can be cast at one time, so that the integrity of the fabricated structure and the building quality are improved.
Further, the connecting member includes two embedded components that are arranged relatively from top to bottom, and the two embedded components are located above and below the second splicing portion 121 respectively. Furthermore, the embedded assembly comprises a plurality of anchor bars 2 which are arranged at intervals along the longitudinal direction of the fabricated structure, one end of each anchor bar 2 is embedded into the transition area 12, and the other end of each anchor bar 2 extends out of the prefabricated slab 1 and is used for being connected with the corresponding anchor bar 2 on the prefabricated slab 1 which is adjacent along the transverse direction of the fabricated structure. Optimally, one end of the anchor bar 2 embedded in the precast slab 1 is bent to form an anchor hook, so that the bonding strength of the anchor bar 2 and the precast slab 1 is further increased.
Further, in the transverse direction of the prefabricated structure, two embedded components on one prefabricated slab 1 are respectively connected with two embedded components on the other prefabricated slab 1 through two connecting steel plates 3 arranged in the longitudinal direction of the prefabricated structure. Furthermore, the connecting steel plate 3 comprises a main plate 31 and two first side wing plates 32, wherein two sides of the main plate 31 along the transverse direction of the assembled structure are respectively connected with the two first side wing plates 32; the two first side wing plates 32 are respectively connected with two embedded components which are oppositely arranged along the transverse direction of the fabricated structure. As shown in fig. 7, the portion of the anchor bar 2 extending out of the transition region 12 is provided with an external thread, the first side wing plate 32 is provided with a through hole for the anchor bar 2 to pass through, and the anchor bar 2 extending out of the transition region 12 is fixed by a nut after passing through the corresponding through hole on the first side wing plate 32.
Furthermore, the main plate 31 is provided with second side wing plates 33 at two longitudinal sides of the assembled structure; and the adjacent second side wing plates 33 on the two adjacent connecting steel plates 3 are connected by bolts along the longitudinal direction of the assembled structure. As shown in fig. 7, through holes for bolts to pass through are formed in the second side wing plates 33, the through holes of the adjacent second side wing plates 33 on the adjacent connecting steel plates 3 are correspondingly formed, and the bolts penetrate into the corresponding through holes to connect the adjacent second side wing plates 33, so that the integrity of the prefabricated plate in the transverse direction is improved.
Further, in two connecting steel plate 3 that relative up-down set up, be equipped with on the mainboard 31 of connecting steel plate 3 that is located above and supply to extend between two connecting steel plate 3 with between connecting steel plate 3 with pre-buried subassembly fixed connection and will follow two connecting steel plate 3 fixed connection that are adjacent on the assembled structure is vertical.
The construction method of the two prefabricated panels 1 in the transverse direction of the fabricated structure of the embodiment comprises the steps of hoisting one of the prefabricated panels 1, penetrating a through hole on one of the first side wing plates 32 of one connecting steel plate 3 through one row of anchor bars 2 below the prefabricated panel 1, screwing a nut 5, penetrating a through hole on one of the first side wing plates 32 of the other connecting steel plate 3 through one row of anchor bars 2 above the prefabricated panel 1, and screwing a nut 5; hoisting another precast slab 1, and respectively inserting the upper and lower rows of anchor bars 2 of the precast slab 1 into the through holes on the other first side wing plates 32 of the two precast slabs; when the two connecting steel plates 3 of the embodiment are placed as shown in fig. 7, the manipulator can extend from the operation hole to between the two connecting steel plates 3, so that after the upper and lower rows of anchor bars 2 of the later-hoisted precast slab 1 are inserted into the corresponding first side wing plates 32, nuts 5 are screwed on the anchor bars 2, and the two adjacent connecting steel plates 3 on the precast slab 1 adjacent in the longitudinal direction of the fabricated structure can also be connected through bolts; when both the connecting steel plates 3 of the present embodiment are placed in the form of the lower connecting steel plate 3 as shown in fig. 7, the connection of the anchor bar 2 located below to the corresponding first side wing plate 32 and the connection of the adjacent second side wing plate 33 located below to the longitudinally adjacent connecting steel plate 3 on the rear-hoisted precast slab 1 can still be operated through the operation hole, and the connection of the anchor bar 2 located above to the corresponding first side wing plate 32 and the connection of the adjacent second side wing plate 33 located above to the longitudinally adjacent connecting steel plate 3 can be directly operated on the precast slab 1.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.
Claims (10)
1. A prefabricated panel of an assembled structure, characterized in that: the prefabricated plate comprises a main body area and a transition area which are integrally formed; the main body area is provided with a first splicing part which is a step-shaped structure formed by downwards sinking the edge of the upper surface of the main body area; the transition region is provided with a second splicing part which is a concave structure formed by inwards concave side surfaces of the transition region; the extending direction of the first splicing part and the extending direction of the second splicing part are consistent with the arrangement direction of the main body area and the transition area on the prefabricated slab.
2. A prefabricated panel of prefabricated construction according to claim 1, wherein: and one end of the transition area, which is far away from the main body area, is provided with a connecting piece for positioning and connecting with an adjacent prefabricated plate.
3. The utility model provides a structure of assembling of prefabricated plate of assembled structure which characterized in that: the prefabricated panel comprises the prefabricated panel as claimed in claim 2, wherein the prefabricated panel is provided with a plurality of blocks and is arranged in two rows along the longitudinal direction of the prefabricated structure; along the longitudinal direction of the assembled structure, one side, used for being spliced with an adjacent prefabricated slab, of each prefabricated slab is provided with a first splicing part and a second splicing part, the adjacent first splicing parts of the adjacent prefabricated slabs are opposite to form a groove, and the adjacent second splicing parts of the adjacent prefabricated slabs are opposite to form a through groove; and rear cast-in-place structures are poured in the grooves, in the through grooves and between the two rows of prefabricated plates.
4. A prefabricated panel of prefabricated construction according to claim 3, wherein: the grooves on the same side of the prefabricated plate are communicated with the through grooves.
5. A fabricated panel assembling structure of prefabricated panels of prefabricated construction as claimed in claim 3, wherein: the connecting piece comprises two embedded components which are oppositely arranged from top to bottom, and the two embedded components are respectively positioned above and below the second splicing part.
6. A fabricated panel assembling structure of prefabricated panels of prefabricated construction as claimed in claim 5, wherein: the embedded assembly comprises a plurality of anchor bars which are arranged at intervals along the longitudinal direction of the fabricated structure, one ends of the anchor bars are embedded into the transition area, and the other ends of the anchor bars extend out of the prefabricated plates and are used for being connected with corresponding anchor bars on the prefabricated plates which are adjacent along the transverse direction of the fabricated structure.
7. A fabricated panel assembling structure of prefabricated panels of prefabricated construction as claimed in claim 5, wherein: and two embedded assemblies on one prefabricated plate are connected with two embedded assemblies on the other prefabricated plate respectively through two connecting steel plates longitudinally arranged along the assembly structure in the transverse direction of the assembly structure.
8. A fabricated panel assembling structure of prefabricated panels of prefabricated construction as claimed in claim 7, wherein: the connecting steel plate comprises a main plate and two first side wing plates, and two sides of the upper edge of the main plate in the transverse direction of the assembly type structure are respectively connected with the two first side wing plates; two first side wing boards are connected with two pre-buried subassemblies that set up along assembled structure is horizontal relatively respectively.
9. A fabricated panel assembling structure of prefabricated panels of prefabricated construction as claimed in claim 8, wherein: second side wing plates are arranged on the two sides of the main board along the longitudinal direction of the assembly type structure; and along the longitudinal direction of the assembly type structure, the adjacent second side wing plates on the two adjacent connecting steel plates are connected through bolts.
10. A fabricated panel assembling structure of prefabricated panels of prefabricated construction as claimed in claim 7, wherein: be located and be equipped with the supply and extend between two connecting steel plate in order to connect steel plate and pre-buried subassembly fixed connection and will follow two connecting steel plate fixed connection's that assembled structure is adjacent on the longitudinal operation hole on the connecting steel plate above.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110307454.3A CN113026935A (en) | 2021-03-23 | 2021-03-23 | Prefabricated plate of assembled structure and assembly structure thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110307454.3A CN113026935A (en) | 2021-03-23 | 2021-03-23 | Prefabricated plate of assembled structure and assembly structure thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113026935A true CN113026935A (en) | 2021-06-25 |
Family
ID=76472777
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110307454.3A Pending CN113026935A (en) | 2021-03-23 | 2021-03-23 | Prefabricated plate of assembled structure and assembly structure thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113026935A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117386056A (en) * | 2023-09-12 | 2024-01-12 | 中国建筑东北设计研究院有限公司 | Assembled full prefabricated floor and prefabricated shear wall connected node |
-
2021
- 2021-03-23 CN CN202110307454.3A patent/CN113026935A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117386056A (en) * | 2023-09-12 | 2024-01-12 | 中国建筑东北设计研究院有限公司 | Assembled full prefabricated floor and prefabricated shear wall connected node |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112196107B (en) | Prefabricated assembled type steel reinforced concrete primary and secondary beam connection node | |
| CN113026935A (en) | Prefabricated plate of assembled structure and assembly structure thereof | |
| CN111305066A (en) | Hybrid combination beam steel-concrete combination section and mounting method thereof | |
| CN107060132B (en) | Prefabricated assembled shear wall | |
| CN215406516U (en) | Prefabricated plate of assembled structure and assembly structure thereof | |
| CN116733136A (en) | Vertical connecting node (and construction method) of fully assembled concrete shear wall | |
| CN104032861A (en) | Hybrid coupled wall type steel column and non-energy-dissipation beam connection node structure and construction method thereof | |
| CN114575451B (en) | Construction method of assembled reinforced concrete frame | |
| CN217870942U (en) | Beam column connecting structure | |
| CN215330526U (en) | Side wall and bottom plate connecting node of assembled structure | |
| CN215406583U (en) | Side wall of assembled structure and connected node of medium plate | |
| CN109707069A (en) | One kind connecting detachable prefabricated modularization shear wall and its assembly method based on fashioned iron | |
| CN215483097U (en) | Integrally-assembled pillarless underground structure | |
| CN214116312U (en) | Socket type longitudinal connecting device suitable for bridge is assembled to festival segmentation cantilever | |
| CN113026989A (en) | Assembled structure of side wall | |
| CN113026967A (en) | Side wall and bottom plate connecting node of assembled structure | |
| CN203834692U (en) | Connection node structure of section steel column and non-energy-dissipation section steel short beam of mixed coupled wall | |
| CN113152690A (en) | Connecting joint of side wall and middle plate of assembly structure and construction method of connecting joint | |
| CN112359873A (en) | Construction method of guide wall with haunch structure | |
| CN215406708U (en) | Prefabricated assembled structure and prefabricated assembled structure's connected node | |
| CN215406709U (en) | Assembled structure of side wall | |
| CN220184344U (en) | Vertical connected node of full-assembled concrete shear wall | |
| CN212453266U (en) | Novel filling floor system | |
| CN219137990U (en) | Hinged connection node structure of precast concrete primary and secondary beams | |
| CN212866575U (en) | Prefabricated plate member |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |