CN111042413A - Assembly type laminated plate anchoring structure convenient to construct and connecting method thereof - Google Patents
Assembly type laminated plate anchoring structure convenient to construct and connecting method thereof Download PDFInfo
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- CN111042413A CN111042413A CN201911362270.6A CN201911362270A CN111042413A CN 111042413 A CN111042413 A CN 111042413A CN 201911362270 A CN201911362270 A CN 201911362270A CN 111042413 A CN111042413 A CN 111042413A
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- anchoring
- embedded
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- connecting rod
- construction
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- 238000004873 anchoring Methods 0.000 title claims abstract description 79
- 238000000034 method Methods 0.000 title claims description 13
- 238000010276 construction Methods 0.000 claims abstract description 31
- 239000002131 composite material Substances 0.000 claims abstract description 21
- 239000004567 concrete Substances 0.000 claims abstract description 14
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 22
- 239000010959 steel Substances 0.000 claims description 22
- 230000008878 coupling Effects 0.000 claims description 10
- 238000010168 coupling process Methods 0.000 claims description 10
- 238000005859 coupling reaction Methods 0.000 claims description 10
- 238000003466 welding Methods 0.000 claims description 9
- 238000009434 installation Methods 0.000 claims description 7
- 230000000712 assembly Effects 0.000 claims description 6
- 238000000429 assembly Methods 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 6
- 230000007306 turnover Effects 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 210000003205 muscle Anatomy 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
-
- 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
- E04B1/4114—Elements with sockets
-
- 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
- E04C5/165—Coaxial connection by means of sleeves
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses an assembled composite slab anchoring structure convenient for construction and a connection mode thereof, wherein the anchoring structure comprises a first anchoring part and a second anchoring part, wherein the first anchoring part is used for being connected with external anchoring; the connection mode includes: after the first anchoring part is prefabricated, when the fabricated composite slab is prepared, the local parts of the first anchoring part and the second anchoring part are embedded in the concrete of a prefabricated layer, and finally, in the later-stage composite slab assembling construction, the first anchoring part and the second anchoring part are completely assembled and then the concrete of a cast-in-place layer is prepared; the first anchoring piece adopted by the invention can effectively ensure the fixation of the assembled composite slab when the assembled composite slab is installed; the anchoring structure adopted by the invention has better stability, can effectively reduce the binding of on-site reinforcing steel bars in actual on-site construction, and is more convenient and faster to construct.
Description
Technical Field
The invention relates to the technical field of fabricated laminated slabs, in particular to a fabricated laminated slab anchoring structure convenient to construct and a connecting method thereof.
Background
The fabricated building is a building which is fabricated by transferring a large amount of field operation work in the traditional construction mode to a factory, processing and manufacturing building components and accessories in the factory, transporting the components and accessories to a building construction site, and assembling and installing the components and accessories on the site in a reliable connection mode.
With the popularization of the fabricated building, the matched laminated slab is widely applied to the modern building.
The laminated floor slab is an assembled integral floor slab formed by laminating prefabricated slabs and cast-in-place reinforced concrete layers, so that the dead weight of components during transportation and installation can be reduced, and a template and a formwork support frame can be omitted on site, thereby improving the work efficiency and ensuring the construction safety; in addition, through on-site secondary pouring, the bearing capacity of the plate is improved, and the integral rigidity of the building is enhanced.
Because the laminated floor slab is an assembled prefabricated slab, a frame body is still required for supporting during construction; in the prior art, a relative anchoring system is usually adopted for fixing and supporting, but on-site reinforcement is needed, so that the problems of large workload and low construction efficiency are caused.
Disclosure of Invention
Aiming at the problems, the invention provides an assembled laminated plate anchoring structure convenient for construction and a connecting method thereof.
The technical scheme of the invention is as follows: an assembled composite slab anchoring structure convenient for construction comprises a first anchoring part and a second anchoring part, wherein the first anchoring part is used for being connected with an external anchor;
the first anchoring piece comprises an embedded part and a connecting piece;
the embedded part comprises an embedded bottom plate, an embedded connecting rod and a first connecting cap; the joint piece comprises a joint rod, a joint elbow and a second connecting rod, and the joint rod comprises a second joint cap and a first connecting rod;
one end of the embedded connecting rod is welded on the embedded bottom plate, and the first connecting cap is installed at the other end of the embedded connecting rod;
the second connecting cap can be arranged on the first connecting cap, one end of the first connecting rod is welded on the second connecting cap, and one end of the second connecting rod can be connected with the other end of the first connecting rod through the connecting elbow; the embedded bottom plate, the embedded connecting rods, the first connecting caps, the connecting rods and the connecting elbows form an edge assembly, each second connecting rod corresponds to two edge assemblies, and the second connecting rods and the two edge assemblies form a U-shaped structure;
the second anchoring part adopts anchoring steel bars.
Further, the embedded bottom plate is a channel steel bottom plate; the channel steel bottom plate is adopted to bear larger vertical load.
Furthermore, the inner wall of the first connecting cap is provided with threads, the outer wall of the second connecting cap is provided with corresponding threads, and the first connecting cap and the second connecting cap are in threaded connection; and the mode of threaded connection is adopted, so that the construction is more convenient.
Furthermore, an installation head is installed at one end, connected with the first connecting cap, of the embedded connecting rod, and threads are arranged on the outer wall of the installation head; the first connecting cap is movably arranged on the embedded connecting rod, threads are arranged on the inner wall of the first connecting cap, and threads corresponding to the threads on the mounting head and the first connecting cap are arranged on the inner wall and the outer wall of the second connecting cap; the inner wall of the second connecting cap is in threaded connection with the mounting head, and the outer wall of the second connecting cap is in threaded connection with the first connecting cap; the inner wall and the outer wall of the second connecting cap can be connected with the embedded part at the same time, and the fastening performance is guaranteed.
Further, the second anchoring piece comprises a second anchoring piece and an anchoring steel bar, and the second anchoring piece comprises a pre-buried bolt and a connecting assembly; the connecting assembly comprises a connecting cap and a connecting steel bar, the connecting cap is welded at one end of the connecting steel bar, and the connecting steel bar can be in threaded connection with the embedded bolt through the connecting cap; when the prefabricated layer to superimposed sheet is prepared, carry out pre-buried tying with second anchor assembly and pre-buried tying, and leave the connecting hole, when installing, realize being connected of connecting reinforcement and pre-buried tying through connecting the cap in inserting the connecting hole with coupling assembling, can satisfy the convenience of later stage construction when guaranteeing stronger fastness.
Furthermore, the connecting components of two adjacent laminated slabs are connected by any one of welding or semi-grouting sleeves; adopt welding or half grout sleeve's mode can be effectively fixed the connecting reinforcement of adjacent superimposed sheet, can replace the ligature of reinforcing bar.
Further, the anchor reinforcing bar includes pre-buried muscle and links up the elbow, it is located the port department that pre-buried muscle exposes the end to link up the elbow.
A connecting method of an assembled laminated plate anchoring structure convenient for construction comprises the following steps:
the method comprises the following steps: firstly, prefabricating an embedded part, and assembling an embedded bottom plate, an embedded connecting rod and a first connecting cap;
prefabricating the assembled composite slab, namely placing and welding the embedded parts, the anchoring reinforcing steel bars, the horizontal/longitudinal reinforcing steel bars embedded in the prefabricated layer of the composite slab and the truss reinforcing steel bars on the upper part of the prefabricated layer, and then pouring concrete of the prefabricated layer, wherein the assembled composite slab is obtained after the concrete of the prefabricated layer is solidified;
step three: transporting the fabricated laminated slab to a construction site for connection; the specific connection mode is as follows: after the assembled laminated slabs are suspended to the positions to be installed, the two adjacent assembled laminated slabs are installed on a cantilever frame by utilizing the connecting rods, the connecting elbows, the second connecting rods and the embedded parts, and then the anchoring steel bars of the two adjacent assembled laminated slabs are welded; then pouring concrete on the cast-in-place layer;
step four: after the use, the connecting rod, the connecting elbow and the second connecting rod are detached from the embedded part, so that the connecting piece can be used circularly.
Compared with the prior art, the invention has the beneficial effects that: the first anchoring piece adopted by the invention can effectively ensure the fixation of the assembled composite slab when the assembled composite slab is installed; the first anchoring piece adopts a simpler structure to realize the pre-embedding of the pre-embedded part when the laminated slab is prefabricated, and the connecting piece is fixed during the later construction, so that the workload during the construction is effectively reduced; in addition, the connecting piece can be taken down for turnover use after construction is finished, so that the use of materials can be effectively reduced; moreover, the second anchoring piece adopted by the invention can effectively ensure the connection between the laminated slabs, so that the building is more urgent and firm; the anchoring structure adopted by the invention has better stability, can effectively reduce the binding of on-site reinforcing steel bars in actual on-site construction, and is more convenient and faster to construct.
Drawings
FIG. 1 is a schematic structural view of embodiment 1 of the present invention;
FIG. 2 is a sectional view of embodiment 1 of the present invention;
FIG. 3 is a sectional view of embodiment 2 of the present invention;
FIG. 4 is a sectional view of embodiment 3 of the present invention;
FIG. 5 is a schematic structural view of embodiment 4 of the present invention;
FIG. 6 is a sectional view of embodiment 4 of the present invention;
FIG. 7 is a schematic structural view of embodiment 5 of the present invention;
the device comprises a first anchoring piece 1, a pre-buried base plate 11, a pre-buried connecting rod 12, an installing head 120, a first connecting cap 13, a connecting rod 14, a second connecting cap 141, a first connecting rod 142, a connecting elbow 15, a second connecting rod 16, a second anchoring piece 2, a pre-buried bolt 21, a connecting component 22, a connecting cap 221 and a connecting steel bar 222.
Detailed Description
Example 1: a fabricated composite anchoring structure for facilitating construction, as shown in fig. 1 and 2, includes a first anchoring member 1 for anchoring connection with the outside, and a second anchoring member 2 for anchoring connection between fabricated composite itself;
the first anchoring part 1 comprises an embedded part and a connecting piece;
the embedded part comprises an embedded bottom plate 11, an embedded connecting rod 12 and a first connecting cap 13; the joint comprises a joint rod 14, a joint elbow 15 and a second connecting rod 16, and the joint rod 14 comprises a second joint cap 141 and a first connecting rod 142;
one end of the embedded connecting rod 12 is welded on the embedded bottom plate 11, and the first connecting cap 13 is arranged at the other end of the embedded connecting rod 12;
as shown in fig. 2, the second coupling cap 141 can be mounted on the first coupling cap 13, one end of the first connection rod 142 is welded to the second coupling cap 141, and one end of the second connection rod 16 can be connected to the other end of the first connection rod 142 through the coupling elbow 15; the embedded bottom plate 11, the embedded connecting rods 12, the first connecting caps 13, the connecting rods 14 and the connecting elbows 15 form an edge assembly, each second connecting rod 16 corresponds to two edge assemblies, and the second connecting rods 16 and the two edge assemblies form a U-shaped structure;
the second anchoring part 2 adopts anchoring reinforcing steel bars, the anchoring reinforcing steel bars comprise embedded bars and connecting elbows, and the connecting elbows are located at ports of exposed ends of the embedded bars.
Wherein, the inner wall of the first connecting cap 13 is provided with screw threads, the outer wall of the second connecting cap 141 is provided with corresponding screw threads, and the first connecting cap 13 and the second connecting cap 141 are in screw thread connection.
A connecting method of an assembled laminated plate anchoring structure convenient for construction comprises the following steps:
the method comprises the following steps: firstly, prefabricating an embedded part, and assembling an embedded bottom plate 11, an embedded connecting rod 12 and a first connecting cap 13;
prefabricating the assembled composite slab, namely placing and welding the embedded parts, the anchoring reinforcing steel bars, the horizontal/longitudinal reinforcing steel bars embedded in the prefabricated layer of the composite slab and the truss reinforcing steel bars on the upper part of the prefabricated layer, and then pouring concrete of the prefabricated layer, wherein the assembled composite slab is obtained after the concrete of the prefabricated layer is solidified;
step three: transporting the fabricated laminated slab to a construction site for connection; the specific connection mode is as follows: after the fabricated laminate is suspended to a position to be installed, two adjacent fabricated laminates are installed on a cantilever frame by utilizing an engaging rod 14, an engaging elbow 15, a second connecting rod 16 and an embedded part, and then anchoring steel bars of the two adjacent fabricated laminates are welded; then pouring concrete on the cast-in-place layer;
step four: after the use, the joint rods 14, the joint elbows 15 and the second connecting rods 16 are detached from the embedded parts, so that the turnover use of the joint parts can be realized.
Example 2: the difference from example 1 is: as shown in fig. 3, an installation head 120 is installed at one end of the embedded connecting rod 12 connected to the first connecting cap 13, and a thread is provided on the outer wall of the installation head 120; the first connecting cap 13 is movably arranged on the embedded connecting rod 12, the inner wall of the first connecting cap 13 is provided with threads, and the inner wall and the outer wall of the second connecting cap 141 are both provided with threads corresponding to the threads on the mounting head 120 and the first connecting cap 13; an inner wall of the second joint cap 141 is screw-coupled to the mounting head 120, and an outer wall of the second joint cap 141 is screw-coupled to the first joint cap 13.
Example 3: the difference from example 2 is: as shown in fig. 4, the embedded bottom plate 11 is a channel steel bottom plate.
Example 4: the difference from example 2 is: as shown in fig. 5 and 6, the second anchoring member 2 includes a second anchoring member and an anchoring steel bar, and the second anchoring member includes a pre-buried bolt 21 and a connecting assembly 22; the connecting assembly 22 comprises a connecting cap 221 and a connecting steel bar 222, the connecting cap 221 is welded at one end of the connecting steel bar 222, and the connecting steel bar 222 can be in threaded connection with the embedded bolt 21 through the connecting cap 221; wherein, the connecting components 22 of two adjacent laminated slabs are connected through a semi-grouting sleeve.
A connecting method of an assembled laminated plate anchoring structure convenient for construction comprises the following steps:
the method comprises the following steps: firstly, prefabricating an embedded part, and assembling an embedded bottom plate 11, an embedded connecting rod 12 and a first connecting cap 13;
prefabricating the assembled laminated slab, namely placing and welding the embedded parts, the embedded bolts 21, the anchoring steel bars, the horizontal/longitudinal steel bars embedded in the prefabricated layer of the laminated slab and the truss bars on the upper part of the prefabricated layer, and then pouring concrete of the prefabricated layer, and obtaining the assembled laminated slab after the concrete of the prefabricated layer is solidified;
step three: transporting the fabricated laminated slab to a construction site for connection; the specific connection mode is as follows: after the fabricated composite slabs are suspended to the position to be installed, installing two adjacent fabricated composite slabs on a cantilever frame by utilizing the connecting rods 14, the connecting elbows 15, the second connecting rods 16 and the embedded parts; then, connecting the connecting assembly 22 to the embedded bolt 21 through a connecting cap 221, and connecting the connecting steel bars 222 of two adjacent laminated slabs through a semi-grouting sleeve; then welding the anchoring steel bars of the two adjacent assembled superimposed sheets; then pouring concrete on the cast-in-place layer;
step four: after the use, the joint rods 14, the joint elbows 15 and the second connecting rods 16 are detached from the embedded parts, so that the turnover use of the joint parts can be realized.
Example 5: the difference from example 4 is: as shown in fig. 7, the connecting members 22 of two adjacent laminated plates are connected by welding.
Claims (8)
1. An assembled laminated plate anchoring structure convenient for construction is characterized by comprising a first anchoring piece (1) for anchoring connection with the outside and a second anchoring piece (2) for anchoring connection between assembled laminated plates;
the first anchoring piece (1) comprises an embedded part and a connecting piece;
the embedded part comprises an embedded bottom plate (11), an embedded connecting rod (12) and a first connecting cap (13); the joint comprises a joint rod (14), a joint elbow (15) and a second connecting rod (16), and the joint rod (14) comprises a second joint cap (141) and a first connecting rod (142);
one end of the embedded connecting rod (12) is welded on the embedded bottom plate (11), and the first connecting cap (13) is installed at the other end of the embedded connecting rod (12);
the second coupling cap (141) is mountable on the first coupling cap (13), one end of the first connecting rod (142) is welded to the second coupling cap (141), and one end of the second connecting rod (16) is connectable with the other end of the first connecting rod (142) through the coupling elbow (15); the embedded bottom plate (11), the embedded connecting rods (12), the first connecting caps (13), the connecting rods (14) and the connecting elbows (15) form an edge assembly, each second connecting rod (16) corresponds to two edge assemblies, and the second connecting rods (16) and the two edge assemblies form a U-shaped structure;
the second anchoring piece (2) adopts anchoring steel bars.
2. An assembled laminated plate anchoring structure convenient for construction as claimed in claim 1, wherein said embedded bottom plate (11) is a channel steel bottom plate.
3. An assembled type laminated plate anchoring structure facilitating construction according to claim 1, wherein the first adapter cap (13) is provided with screw threads on an inner wall thereof, the second adapter cap (141) is provided with corresponding screw threads on an outer wall thereof, and the first adapter cap (13) and the second adapter cap (141) are screw-coupled.
4. An assembled laminated plate anchoring structure convenient for construction as claimed in claim 1, wherein an installation head (120) is installed at one end of said embedded connecting rod (12) connected to said first joining cap (13), and a screw thread is provided on an outer wall of said installation head (120); the first connecting cap (13) is movably arranged on the embedded connecting rod (12), threads are arranged on the inner wall of the first connecting cap (13), and threads corresponding to the threads on the mounting head (120) and the first connecting cap (13) are arranged on the inner wall and the outer wall of the second connecting cap (141); the inner wall of the second connecting cap (141) is in threaded connection with the mounting head (120), and the outer wall of the second connecting cap (141) is in threaded connection with the first connecting cap (13).
5. The assembly type laminated plate anchoring structure convenient for construction as claimed in claim 1, wherein the anchoring reinforcing bar comprises a pre-embedded bar and a joining elbow, and the joining elbow is located at a port of an exposed end of the pre-embedded bar.
6. An assembled laminated plate anchoring structure convenient for construction as claimed in claim 1, wherein said second anchoring member (2) comprises a second anchoring member and an anchoring bar, said second anchoring member comprises a pre-buried bolt (21) and a connecting member (22); coupling assembling (22) are including connecting cap (221) and connecting reinforcement (222), connect cap (221) welding in the one end of connecting reinforcement (222), and connecting reinforcement (222) can threaded connection on pre-buried bolt (21) through connecting cap (221).
7. A method of connecting an assembled laminated plate anchoring structure for ease of construction as claimed in any one of claims 1 to 6, comprising the steps of:
the method comprises the following steps: firstly, prefabricating an embedded part, and assembling an embedded bottom plate (11), an embedded connecting rod (12) and a first connecting cap (13);
prefabricating the assembled composite slab, namely placing and welding the embedded parts, the anchoring reinforcing steel bars, the horizontal/longitudinal reinforcing steel bars embedded in the prefabricated layer of the composite slab and the truss reinforcing steel bars on the upper part of the prefabricated layer, and then pouring concrete of the prefabricated layer, wherein the assembled composite slab is obtained after the concrete of the prefabricated layer is solidified;
step three: transporting the fabricated laminated slab to a construction site for connection; the specific connection mode is as follows: after the assembled laminated slabs are suspended to the positions to be installed, two adjacent assembled laminated slabs are installed on a cantilever frame by utilizing an engaging rod (14), an engaging elbow (15), a second connecting rod (16) and an embedded part, and then anchoring steel bars of the two adjacent assembled laminated slabs are welded; then pouring concrete on the cast-in-place layer;
step four: after the use, the joint rod (14), the joint elbow (15) and the second connecting rod (16) are detached from the embedded part, so that the turnover use of the joint part can be realized.
8. The method for connecting an assembled laminated plate anchoring structure convenient for construction as claimed in claim 7, wherein said embedded bottom plate (11) is a channel bottom plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911362270.6A CN111042413A (en) | 2019-12-26 | 2019-12-26 | Assembly type laminated plate anchoring structure convenient to construct and connecting method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911362270.6A CN111042413A (en) | 2019-12-26 | 2019-12-26 | Assembly type laminated plate anchoring structure convenient to construct and connecting method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111042413A true CN111042413A (en) | 2020-04-21 |
Family
ID=70239969
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911362270.6A Pending CN111042413A (en) | 2019-12-26 | 2019-12-26 | Assembly type laminated plate anchoring structure convenient to construct and connecting method thereof |
Country Status (1)
| Country | Link |
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| CN (1) | CN111042413A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114960968A (en) * | 2022-05-30 | 2022-08-30 | 南京旭浦建材科技有限公司 | Concrete superimposed sheet and cast-in-place roof beam connection structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102010007312A1 (en) * | 2010-02-08 | 2011-08-11 | Roland Wolf GmbH, 89155 | building |
| CN205954968U (en) * | 2016-08-04 | 2017-02-15 | 四川宜宾仁铭住宅工业技术有限公司 | A strenghthened type concrete combined slab for green building |
| CN107190866A (en) * | 2017-06-30 | 2017-09-22 | 浙江省建工集团有限责任公司 | A kind of assembled architecture is encorbelmented the construction method of outrigger anchor hoop |
| CN108979120A (en) * | 2018-07-25 | 2018-12-11 | 中建三局集团有限公司 | The anchoring process of split type anchoring piece and truss superimposed sheet and fashioned iron suspension scaffold |
| CN208396023U (en) * | 2018-04-27 | 2019-01-18 | 中民筑友科技投资有限公司 | A kind of connecting node of prefabricated component |
-
2019
- 2019-12-26 CN CN201911362270.6A patent/CN111042413A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102010007312A1 (en) * | 2010-02-08 | 2011-08-11 | Roland Wolf GmbH, 89155 | building |
| CN205954968U (en) * | 2016-08-04 | 2017-02-15 | 四川宜宾仁铭住宅工业技术有限公司 | A strenghthened type concrete combined slab for green building |
| CN107190866A (en) * | 2017-06-30 | 2017-09-22 | 浙江省建工集团有限责任公司 | A kind of assembled architecture is encorbelmented the construction method of outrigger anchor hoop |
| CN208396023U (en) * | 2018-04-27 | 2019-01-18 | 中民筑友科技投资有限公司 | A kind of connecting node of prefabricated component |
| CN108979120A (en) * | 2018-07-25 | 2018-12-11 | 中建三局集团有限公司 | The anchoring process of split type anchoring piece and truss superimposed sheet and fashioned iron suspension scaffold |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114960968A (en) * | 2022-05-30 | 2022-08-30 | 南京旭浦建材科技有限公司 | Concrete superimposed sheet and cast-in-place roof beam connection structure |
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