CN208267159U - Connection component is born for connecting the vertical of concrete panel - Google Patents
Connection component is born for connecting the vertical of concrete panel Download PDFInfo
- Publication number
- CN208267159U CN208267159U CN201820870228.XU CN201820870228U CN208267159U CN 208267159 U CN208267159 U CN 208267159U CN 201820870228 U CN201820870228 U CN 201820870228U CN 208267159 U CN208267159 U CN 208267159U
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- Prior art keywords
- shaped
- connector
- panel
- precast concrete
- vertical
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- 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.)
- Withdrawn - After Issue
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 26
- 239000011178 precast concrete Substances 0.000 claims abstract description 56
- 238000005192 partition Methods 0.000 claims abstract description 4
- 210000003205 muscle Anatomy 0.000 claims description 14
- 238000004891 communication Methods 0.000 claims description 13
- 238000009434 installation Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 9
- 238000010276 construction Methods 0.000 abstract description 6
- 238000004134 energy conservation Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000005096 rolling process Methods 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 238000001514 detection method Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000007569 slipcasting Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 208000002925 dental caries Diseases 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Abstract
The utility model, which provides, a kind of vertically bears connection component, including U-shaped connector, U-shaped supporting member and connecting rod for connect concrete panel；U-shaped connector includes connector ontology, and connector is set inside the body cavity, connector ontology wherein the wooden partition of side protrudes from the interior of connector ontology and constitutes lug boss at one, lug boss is equipped with connection through-hole；U-shaped supporting member includes pressure-bearing panel and two bearing vertical plates, after connecting rod passes through the U-shaped connector and U-shaped connector of the precast concrete wall panel in lower layer, across floorboard, it is then passed through the U-shaped connector and U-shaped connector of the precast concrete wall panel in upper layer, the both ends of two fastener fixed connecting rods are installed on two U-shaped supporting members on corresponding U-shaped connector.The utility model can maximally utilise the tensile capacity of U-shaped connector, and bearing capacity is high, effectively reduce the material utilization amount of connection, to realize section material, energy conservation, saving construction cost.
Description
Technical field
The utility model relates to precast concrete wall panel connection structure technical fields, mixed for connecting more particularly to one kind
Solidifying cob wall plate vertically bears connection component.
Background technique
Assembly concrete shear wall structure in use, in the vertical direction, two adjacent precast concrete wall panels it
Between be arranged floorboard structure.Two adjacent precast concrete wall panel end edges area on connection vertical direction in engineering at present
The way of vertical muscle be that two kinds of connection types are overlapped using sleeve grouting connection or constraint slurry anchor, " assembled is mixed by JGJ 1-2014
Xtah Crude Clay structure technical regulation ", GB/T 51231-2016 " assembly concrete construction technical standard " takes is exactly both sides
Formula.
Using existing connection method, due to the performance quality of grouting material, the technique of slip casting, slip casting full level and ring
Border temperature etc. can all influence the transmission force property of jointing, and not can be carried out in situ detection, and every reinforcing bar is both needed to the company of one-to-one correspondence
It connects；Due to managing not tight, position, the scale of reserved steel bar and preformed hole or embedded sleeve barrel when the not careful or wallboard of design is prefabricated
Possible mistake or error are very big, and scene is difficult to install into position, and often raw pull is pounded firmly, or even cuts off reinforcing bar, after the installation is completed can not
Examination.So many factors can hide some dangers for safely to structure.
Utility model content
In view of the foregoing deficiencies of prior art, the purpose of this utility model is to provide one kind for connecting concrete
Wallboard vertically bears connection component, for solving the above-mentioned problems in the prior art.
In order to achieve the above objects and other related objects, the utility model provides a kind of for connecting the perpendicular of concrete panel
To connection component is born, two precast concrete wall panels are respectively arranged at the top and bottom of floorboard, vertically bear connection group
Floorboard is connect by part with precast concrete wall panel described in two；Vertically bearing connection component includes: the connection of at least two U-shapeds
Part, at least two U-shaped supporting members and connecting rod；Each U-shaped connector includes connector ontology, the connector ontology
Inside is equipped with cavity, the connector ontology wherein the interior of wooden partition from the connector ontology of side is convex at one
Constitute lug boss out, the lug boss be it is arc-shaped, the lug boss is equipped with connection through-hole；Each U-shaped supporting member packet
The two bearing vertical plates for including pressure-bearing panel and being separately connected with two opposite sides of the pressure-bearing panel, two bearings
Vertical plate is in the same side of the pressure-bearing panel, the end face far from the pressure-bearing panel of each bearing vertical plate be with it is described
Arc-shaped end face, the pressure-bearing panel are equipped with plate body through-hole to the medial surface of lug boss accordingly；Each precast concrete wall panel
Inside be prefabricated at least one described U-shaped connector, the U-shaped of the inside in two precast concrete wall panels connects
Fitting corresponds；The U-shaped in two precast concrete wall panels, in the precast concrete wall panel in upper layer
Downward, the lug boss of the U-shaped connector of the precast concrete wall panel in lower layer is upward for the lug boss of connector；Often
The U-shaped supporting member, the arc-shaped end face of the U-shaped supporting member and the protrusion are placed in the cavity of a U-shaped connector
Portion's fitting；Connecting rod from bottom to top, across in lower layer the precast concrete wall panel the U-shaped supporting member on plate body
After the connection through-hole of through-hole and the U-shaped connector, the floorboard is passed through, the precast concrete in upper layer is then passed through
Plate body through-hole on the connection through-hole of the U-shaped connector of wallboard and the U-shaped supporting member, the fixed company of two fasteners
The both ends of extension bar are installed on two U-shaped supporting members on the corresponding U-shaped connector.
Preferably, the size of the plate body through-hole is greater than the size of the cross section of the connecting rod, the connection through-hole
Size is greater than the size of the cross section of the connecting rod.
Preferably, in the connector ontology in each precast concrete wall panel and the precast concrete wall panel
Vertical muscle connection.
Further, the vertical muscle is separately connected on opposite two side on the connector ontology.
Preferably, the lug boss is semicircular arc, the separate pressure-bearing panel of each bearing vertical plate
End face is semicircular arc end face.
Preferably, each U-shaped connector is preset on the end at the edge of the corresponding precast concrete wall panel.
Preferably, the vertical of concrete panel that be used to connect bears connection component, further includes: at least two backing plates
Part, each backing plate part are placed on the corresponding pressure-bearing panel, and the backing plate part is equipped with backing plate through-hole, the backing plate through-hole
It is passed through for the connecting rod, the fastener is on the backing plate part.
Preferably, the precast concrete wall panel is equipped with installing port, and the connector ontology is equipped with communication port；It is described
Installing port is connected to the communication port, and the communication port is connected to the cavity.
As described above, it is described in the utility model for connect concrete panel vertically bear connection component, have with
It is lower the utility model has the advantages that
The utility model is vertically born in connection component, is set in the cavity of the U-shaped connector of each precast concrete wall panel
Entering U-shaped supporting member, the arc-shaped end face of U-shaped supporting member is bonded with lug boss, and connecting rod passes through U-shaped connector and U-shaped supporting member,
The end of the fixed connecting rod of fastener, is installed on the U-shaped supporting member on the corresponding U-shaped connector；Two pre-
Concrete panel processed is respectively adopted identical connection type and is attached with floorboard, using the arc-shaped end face of U-shaped supporting member
It is bonded with lug boss, U-shaped supporting member is fixedly installed in the structure of U-shaped connector, can maximally utilise U-shaped connector
Tensile capacity, bearing capacity is high, effectively reduces the material utilization amount of connection, to realize section material, energy conservation, saving construction cost.
Detailed description of the invention
Fig. 1 is shown as the vertical of the present embodiment and bears connection component for precast concrete wall panel described in floorboard and two
The facade schematic diagram of internal structure of connection.
Fig. 2 is shown as the structural schematic diagram of the A-A section of Fig. 1.
Fig. 3 is shown as the schematic view of facade structure of the U-shaped connector for vertically bearing connection component of the present embodiment.
Fig. 4 is shown as the structural schematic diagram of the B-B section of Fig. 3.
Fig. 5 is shown as the overlooking structure diagram of the U-shaped connector for vertically bearing connection component of the present embodiment.
Fig. 6 is shown as the schematic view of facade structure of the U-shaped supporting member for vertically bearing connection component of the present embodiment.
Fig. 7 is shown as the left view structural representation of the U-shaped supporting member for vertically bearing connection component of the present embodiment.
Fig. 8 is shown as the overlooking structure diagram of the U-shaped supporting member for vertically bearing connection component of the present embodiment.
Fig. 9 is shown as the structural schematic diagram of the connecting rod for vertically bearing connection component of the present embodiment.
Figure 10 is shown as the structural schematic diagram of the backing plate part for vertically bearing connection component of the present embodiment.
Drawing reference numeral explanation
10 precast concrete wall panels
11 vertical muscle
20 floorboards
100 U-shaped connectors
110 connector ontologies
120 cavitys
130 lug bosses
140 connection through-holes
150 communication ports
200 U-shaped supporting members
210 pressure-bearing panels
220 bearing vertical plates
230 plate body through-holes
300 connecting rods
400 backing plate parts
410 backing plate through-holes
Specific embodiment
The embodiments of the present invention is illustrated by particular specific embodiment below, those skilled in the art can be by this
Content disclosed by specification understands other advantages and effect of the utility model easily.
Please refer to attached drawing.It should be clear that this specification structure depicted in this specification institute accompanying drawings, ratio, size etc., only to cooperate
The revealed content of specification, so that those skilled in the art understands and reads, being not intended to limit the utility model can be real
The qualifications applied, therefore do not have technical essential meaning, the tune of the modification of any structure, the change of proportionate relationship or size
It is whole, in the case where not influencing the effect of the utility model can be generated and the purpose that can reach, it should all still fall in the utility model institute
The technology contents of announcement obtain in the range of capable of covering.Meanwhile in this specification it is cited as "upper", "lower", "left", "right",
The term of " centre " and " one " etc. is merely convenient to being illustrated for narration, rather than to limit the enforceable range of the utility model,
Its relativeness is altered or modified, under the content of no substantial changes in technology, when being also considered as the enforceable scope of the utility model.
As shown in Figures 1 to 10, the vertical of concrete panel that be used to connect of the present embodiment bears connection component, and two pre-
Concrete panel 10 processed is respectively arranged at the top and bottom of floorboard 20, vertically bears connection component for floorboard 20 and two
Precast concrete wall panel 10 connect；
Vertically bearing connection component includes: at least two U-shaped connectors 100, at least two U-shaped supporting members 200 and connection
Bar 300；
Each U-shaped connector 100 includes connector ontology 110, and the inside of connector ontology 110 is equipped with cavity 120, connection
Part ontology 110 wherein the wooden partition of side protrudes from the interior of connector ontology 110 and constitutes lug boss 130 at one, it is convex
Rise portion 130 be it is arc-shaped, lug boss 130 be equipped with connection through-hole 140；
Each U-shaped supporting member 200 includes pressure-bearing panel 210 and connects respectively with two opposite sides of pressure-bearing panel 210
The two bearing vertical plates 220 connect, two bearing vertical plates 220 are in the same side of pressure-bearing panel 210, each bearing vertical plate 220
End face far from pressure-bearing panel 210 is arc-shaped end face corresponding with the medial surface of lug boss 130, and pressure-bearing panel 210 is equipped with
Plate body through-hole 230；
The inside of each precast concrete wall panel 10 is prefabricated at least one U-shaped connector 100, is in two concretes
The U-shaped connector 100 of the inside of cob wall plate 10 corresponds；
In two precast concrete wall panels 10, U-shaped connector 100 in the precast concrete wall panel 10 in upper layer it is convex
Play portion 130 downward, the lug boss 130 of the U-shaped connector 100 of the precast concrete wall panel 10 in lower layer is upward；
U-shaped supporting member 200, the arc-shaped end face of U-shaped supporting member 200 are placed in the cavity 120 of each U-shaped connector 100
It is bonded with lug boss 130；Connecting rod 300 from bottom to top, across in lower layer the precast concrete wall panel 10 the U
Plate body through-hole 230 on shape supporting member 200 and after the connection through-hole 140 of the U-shaped connector 100, passes through the floorboard
20, it is then passed through the connection through-hole 140 and U shape of the U-shaped connector 100 of the precast concrete wall panel 10 in upper layer
Plate body through-hole 230 on supporting member 200, the both ends of two 500 fixed connecting rods 300 of fastener, makes two U-shaped supporting members 200
It is installed on corresponding U-shaped connector 100.
The utility model is vertically born in connection component, the cavity of the U-shaped connector 100 of each precast concrete wall panel 10
U-shaped supporting member 200 is placed in 120, the arc-shaped end face of U-shaped supporting member 200 is bonded with lug boss 130, and connecting rod 300 passes through
U-shaped connector 100 and U-shaped supporting member 200, the end of 500 fixed connecting rod 300 of fastener, are installed on U-shaped supporting member 200
On corresponding U-shaped connector 100；Identical connection type is respectively adopted in two precast concrete wall panels 10 and floorboard 20 carries out
Connection, since the arc-shaped end face of U-shaped supporting member 200 is bonded with lug boss 130, then the two of U-shaped supporting member 200 bearing is vertical
The arc-shaped end face of plate 220 can push down lug boss 130, when U-shaped supporting member 200 is installed on the inside of U-shaped connector 100,
The tensile capacity of U-shaped connector 100 can be maximally utilised, bearing capacity is high, the material utilization amount of connection is effectively reduced, from
And realize section material, energy conservation, saving construction cost.
The structure that arc-shaped end face due to using U-shaped supporting member 200 is bonded with lug boss 130, connector ontology 110
Wall thickness can be thinned, realize section material and saving construction cost.
Due to that can have mismachining tolerance in process, the size of plate body through-hole 230 is greater than the cross section of connecting rod 300
Size, the size of connection through-hole 140 are greater than the size of the cross section of connecting rod 300.By precast concrete wall panel 10 and flooring
When plate 20 is installed, the relative position between precast concrete wall panel 10 and floorboard 20 can be adjusted, in order to
Connection.
In the present embodiment, connecting rod 300 can be spiral for prestressed concrete, (hereinafter referred to as fining twisted steel
Muscle), it is elongated with discontinuous externally threaded straight steel bar which is that one kind is rolled into, with finish rolling deformed bar
The fastener 500 of cooperation can be fine-rolling screw nut, and finish rolling deformed bar is compared with general screw rod, without silk, even intensity is opened, therefore
Stress is reliable.Alternatively, connecting rod 300 can also have threaded rodlike steel for both ends, fastener 500 can be general spiral shell at this time
It is female.
Vertical muscle 11 is equipped in precast concrete wall panel 10, the connector ontology 110 in each precast concrete wall panel 10 with
Vertical muscle 11 in precast concrete wall panel 10 connects.It is realized in precast concrete wall panel 10 up and down by vertically bearing connection component
Vertical muscle 11 is reliably connected.
It is separately connected vertical muscle 11 on opposite two side on connector ontology 110, the vertical muscle 11 on two sides, one
One is symmetrical arranged.Connector ontology 110 and vertical muscle 11 are welding.According to the quantity of vertical muscle 11, it can set gradually and multiple vertically hold
Draw connection component.
Lug boss 130 is semicircular arc, and the end face of the separate pressure-bearing panel 210 of each bearing vertical plate 220 is semicircular arc
End face.The structure to support vertical plate 220 and applies pressure to lug boss 130, and lug boss 130 is by the bearing vertical plate 220 suffered by it
The pressure transition of application is pulling force, to greatly improve the tensile capacity of entire component, the wall thickness of connector ontology 110 can be with
It is thinned, realizes section material and saving construction cost.
Connection component is born for connecting the vertical of concrete panel, further includes: at least two backing plate parts 400, each pad
Plate 400 is placed on corresponding pressure-bearing panel 210, and backing plate part 400 is equipped with backing plate through-hole 410, and backing plate through-hole 410 is for connection
Bar 300 passes through, and fastener 500 is on backing plate part 400, and backing plate part 400 is for covering plate body through-hole 230, so that fastener
500 can steadily be fixed on the end of connecting rod 300 on backing plate part 400.
Precast concrete wall panel 10 is equipped with installing port, and connector ontology 110 is equipped with communication port 150；Installing port and company
Port 150 is connected to, and communication port 150 is connected to cavity 120.Staff by U-shaped supporting member 200 and is fastened by communication port 150
Part 500 is placed in the cavity 120 of U-shaped connector 100.
The utility model further relates to a kind of application method for vertically bearing connection component for being used to connect concrete panel,
Before precast concrete wall panel 10 in upper layer lifts, the lower end of connecting rod 300 is passed through into floorboard 20 and in the pre- of lower layer
The lug boss 130 of the U-shaped connector 100 of concrete panel 10 processed, and by the merging of U-shaped supporting member 200 in the prefabricated mixed of lower layer
In the cavity 120 of the U-shaped connector 100 of solidifying cob wall plate 10, the lower end of connecting rod 300 is then passed through U-shaped supporting member 200, fastener
500 are installed on the lower end of connecting rod 300；Lifting is in the precast concrete wall panel 10 on upper layer, and the upper end of connecting rod 300 is passed through
The lug boss 130 of the U-shaped connector 100 of precast concrete wall panel 10 in upper layer, the precast concrete wall panel in upper layer
10 fall, and the merging of U-shaped supporting member 200 are in the cavity 120 of the U-shaped connector 100 of the precast concrete wall panel 10 on upper layer,
The upper end of connecting rod 300 is then passed through U-shaped supporting member 200, and fastener 500 is installed on the upper end of connecting rod 300；Two concretes
All fasteners 500 are fastened in place and after correction, are installed on each U-shaped supporting member 200 accordingly by cob wall plate 10
On U-shaped connector 100.
Precast concrete wall panel 10 is equipped with installing port, and connector ontology 110 is equipped with communication port 150；Installing port and company
Port 150 is connected to, and communication port 150 is connected to cavity 120；Vertically connection component is born by floorboard 20 and two concretes
After cob wall plate 10 connects, installing port, communication port 150 and cavity 120 are blocked using pea gravel concreten.
This component is easy for installation, succinct, substantially belongs to mechanical operation, and general worker special need not train and can be on duty,
Structure security risk caused by avoiding human factor, environmental factor and be unable in situ detection etc..
To sum up, the utility model effectively overcomes various shortcoming in the prior art and has high industrial utilization value.
The above embodiments are only illustrative of the principle and efficacy of the utility model, and not for limitation, this is practical new
Type.Any person skilled in the art can all carry out above-described embodiment under the spirit and scope without prejudice to the utility model
Modifications and changes.Therefore, such as in technical field have usually intellectual without departing from the utility model it is revealed spirit with
All equivalent modifications completed under technical idea or change should be covered by the claim of the utility model.
Claims (8)
1. a kind of bear connection component for connecting the vertical of concrete panel, two precast concrete wall panels (10) are respectively set
In the top and bottom of floorboard (20), connection component is vertically born by floorboard (20) and pre-cast concrete walling described in two
Plate (10) connection；It is characterized by: vertically bearing connection component and including:
At least two U-shaped connectors (100), at least two U-shaped supporting members (200) and connecting rod (300)；
Each U-shaped connector (100) includes connector ontology (110), and the inside of the connector ontology (110) is equipped with sky
Chamber (120), the connector ontology (110) wherein at one side wooden partition from the inside of the connector ontology (110) to
Outside protrusion constitute lug boss (130), the lug boss (130) be it is arc-shaped, the lug boss (130) be equipped with connection through-hole
(140)；
Each U-shaped supporting member (200) includes pressure-bearing panel (210) and opposite with two of the pressure-bearing panel (210)
Two bearing vertical plates (220) that side is separately connected, two bearings vertical plate (220) are in the pressure-bearing panel (210)
The end face far from the pressure-bearing panel (210) of the same side, each bearing vertical plate (220) is and the lug boss (130)
Medial surface arc-shaped end face accordingly, the pressure-bearing panel (210) is equipped with plate body through-hole (230)；
The inside of each precast concrete wall panel (10) is prefabricated at least one described U-shaped connector (100), in described in two
The U-shaped connector (100) of the inside of precast concrete wall panel (10) corresponds；
The U-shaped in two precast concrete wall panels (10), in the precast concrete wall panel (10) in upper layer
The lug boss (130) of connector (100) downward, the U-shaped connector of the precast concrete wall panel (10) in lower layer
(100) lug boss (130) is upward；
The merging U-shaped supporting member (200), the U-shaped supporting member in the cavity (120) of each U-shaped connector (100)
(200) arc-shaped end face is bonded with the lug boss (130)；Connecting rod (300) from bottom to top, across described in the lower layer
Plate body through-hole (230) and the U-shaped connector (100) on the U-shaped supporting member (200) of precast concrete wall panel (10)
After connecting through-hole (140), passes through the floorboard (20), be then passed through the institute of the precast concrete wall panel (10) in upper layer
State the plate body through-hole (230) on the connection through-hole (140) and the U-shaped supporting member (200) of U-shaped connector (100), two fastenings
The both ends of the fixed connecting rod (300) of part (500), make two U-shaped supporting members (200) be installed on the corresponding U-shaped
On connector (100).
2. according to claim 1 bear connection component for connecting the vertical of concrete panel, it is characterised in that: described
The size of plate body through-hole (230) is greater than the size of the cross section of the connecting rod (300), the size of connection through-hole (140)
Greater than the size of the cross section of the connecting rod (300).
3. according to claim 1 bear connection component for connecting the vertical of concrete panel, it is characterised in that: each
The vertical muscle in the connector ontology (110) and the precast concrete wall panel (10) in the precast concrete wall panel (10)
(11) it connects.
4. according to claim 3 bear connection component for connecting the vertical of concrete panel, it is characterised in that: described
The vertical muscle (11) is separately connected on opposite two side on connector ontology (110).
5. according to claim 1 bear connection component for connecting the vertical of concrete panel, it is characterised in that: described
Lug boss (130) is semicircular arc, the end face far from the pressure-bearing panel (210) of each bearing vertical plate (220)
For semicircular arc end face.
6. according to claim 1 bear connection component for connecting the vertical of concrete panel, it is characterised in that: each
The U-shaped connector (100) is preset on the end at the edge of the corresponding precast concrete wall panel (10).
7. according to claim 1 bear connection component for connecting the vertical of concrete panel, it is characterised in that: also wrap
Include: at least two backing plate parts (400), each backing plate part (400) are placed on the corresponding pressure-bearing panel (210), the pad
Plate (400) is equipped with backing plate through-hole (410), and the backing plate through-hole (410) passes through for the connecting rod (300), the fastening
Part (500) is on the backing plate part (400).
8. according to claim 1 bear connection component for connecting the vertical of concrete panel, it is characterised in that: described
Precast concrete wall panel (10) is equipped with installing port, and the connector ontology (110) is equipped with communication port (150)；The installation
Mouth is connected to the communication port (150), and the communication port (150) is connected to the cavity (120).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820870228.XU CN208267159U (en) | 2018-06-06 | 2018-06-06 | Connection component is born for connecting the vertical of concrete panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820870228.XU CN208267159U (en) | 2018-06-06 | 2018-06-06 | Connection component is born for connecting the vertical of concrete panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208267159U true CN208267159U (en) | 2018-12-21 |
Family
ID=64689165
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820870228.XU Withdrawn - After Issue CN208267159U (en) | 2018-06-06 | 2018-06-06 | Connection component is born for connecting the vertical of concrete panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208267159U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589966A (en) * | 2018-06-06 | 2018-09-28 | 中国建材国际工程集团有限公司 | Connection component and its application method are born for connecting the vertical of concrete panel |
-
2018
- 2018-06-06 CN CN201820870228.XU patent/CN208267159U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589966A (en) * | 2018-06-06 | 2018-09-28 | 中国建材国际工程集团有限公司 | Connection component and its application method are born for connecting the vertical of concrete panel |
| CN108589966B (en) * | 2018-06-06 | 2024-01-26 | 中国建材国际工程集团有限公司 | Vertical bearing and pulling connecting assembly for connecting concrete wallboard and using method thereof |
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Granted publication date: 20181221 Effective date of abandoning: 20240126 |
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