CN205742662U - Node installed by a kind of connector and Side fascia - Google Patents
Node installed by a kind of connector and Side fascia Download PDFInfo
- Publication number
- CN205742662U CN205742662U CN201521110579.3U CN201521110579U CN205742662U CN 205742662 U CN205742662 U CN 205742662U CN 201521110579 U CN201521110579 U CN 201521110579U CN 205742662 U CN205742662 U CN 205742662U
- Authority
- CN
- China
- Prior art keywords
- side fascia
- hanging part
- anchoring piece
- notch
- connector
- 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.)
- Expired - Fee Related
Links
- 210000003195 fascia Anatomy 0.000 title claims abstract description 85
- 238000004873 anchoring Methods 0.000 claims abstract description 39
- 238000011065 in-situ storage Methods 0.000 claims abstract description 19
- 238000009434 installation Methods 0.000 claims abstract description 9
- 210000003205 muscle Anatomy 0.000 claims description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 238000005452 bending Methods 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 abstract description 6
- 239000002131 composite material Substances 0.000 abstract description 3
- 230000007547 defect Effects 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 230000009286 beneficial effect Effects 0.000 description 6
- 238000011900 installation process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 238000005253 cladding Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
This utility model belongs to the realm of building construction, specifically discloses a kind of connector and node installed by Side fascia, and described connector, for the installation of Side fascia, including anchoring piece and hanging part, described anchoring piece is fixedly connected on described hanging part.During installation, on crossbeam or overlapping layers offers notch, described anchoring piece is embedded in Side fascia, and described Side fascia hangs on crossbeam by hanging part and being connected of notch, and the gap of notch and hanging part is by pouring hole Concrete Filled.Use of the present utility model, it is different from traditional approach and uses the reinforcing bar that connects being embedded in Side fascia to stretch into the in-situ layer on composite beam top and carry out cast-in-place concrete and fix the mode of connection and all carry out rigidly connected mode after preburied component in Side fascia and in Vierendeel girder, this utility model overcomes the defect of above two mode, not only it is connected firmly, and it is easy for installation, without Dock With Precision Position, there is not the problem do not docked.
Description
Technical field
This utility model belongs to the realm of building construction, is specifically related to a kind of connector and node installed by Side fascia.
Background technology
In assembled architecture industry, prefabricated components factorial praluction, Assembling, thus prefabricated structure can be realized
Part standardization, and quality controllable, efficient quick.At present, in the installation process of Side fascia, generally have two
The method of kind, one is that wet extension connects, the connection reinforcing bar epimere being embedded in Side fascia stretch into composite beam top
In-situ layer, carry out that cast-in-place concrete is fixing to be connected, the cast-in-place operation in this mode job site is too many, operation
More complicated, the duration is longer；Another way uses cladding connection, buries longer dowel in Side fascia underground
Or steel plate connector, dowel or steel plate connector are by angle steel and the another kind of built-in fitting being embedded in Vierendeel girder
Being rigidly connected, this mode is shorter relative to the duration, but install inconvenience, design time built-in fitting according to
Preset space length carries out pre-buried, it is desirable to design size is very accurate, is otherwise difficult to dock successfully, once docks not
On, not only time-consuming work consuming, even causes Side fascia to mount, causes waste.
Utility model content
The purpose of this utility model is to provide the connector that a kind of situ wet operation is less, be prone to Side fascia installs,
And include that node installed by the Side fascia of this connector.
Above-mentioned purpose is to be achieved through the following technical solutions: a kind of connector, for the installation of Side fascia, bag
Including anchoring piece and hanging part, described anchoring piece is fixedly connected on described hanging part.According to installing needs,
On crossbeam or overlapping layers offers notch, described anchoring piece is embedded in Side fascia, and described Side fascia is by hanging
Fitting and being connected of notch and hang on crossbeam, the gap of notch and hanging part is by pouring hole coagulation
Soil is filled.It is arranged such, is different from traditional approach and uses the connection reinforcing bar being embedded in Side fascia to stretch into folded
The in-situ layer on He Liang top carry out cast-in-place concrete fix connection mode and in Side fascia and Vierendeel girder in all
Carrying out rigidly connected mode after preburied component, this utility model overcomes the defect of above two mode, no
The most cast-in-place operation is few, is connected firmly, and easy for installation, it is not necessary to Dock With Precision Position, does not exist and not to dock
Problem.
Further, described hanging part is bending plate, and described bending plate includes top board and at least one fast side plate, institute
State anchoring piece to be oppositely arranged with described side plate.Being arranged such, described side plate is placed in above-mentioned notch, it is achieved
The mounting of Side fascia.
Further, described hanging part is provided with its of two side plates being oppositely arranged, described anchoring piece and described side plate
In one piece fixing connect.Being arranged such, anchoring piece is connected the most firm with hanging part, is more beneficial for hanging part
Bear the load of Side fascia, and the mounting that the setting of two opposite sides plate makes Side fascia is the most firm.
Further, described anchoring piece is polyline shaped.It is arranged such, when anchoring piece is embedded in Side fascia,
Increasing the contact area of anchoring piece and Side fascia, anchoring piece kink stress is more preferable simultaneously, therefore outside more bearing
The load of wallboard.
Further, described top board offers pouring hole.In Side fascia installation process, described Side fascia passes through
On hanging part and crossbeam or overlapping layers hitching position, the most above-mentioned notch, between meeting leave gap, pouring hole
Setting, it is simple to follow-up casting concrete fill gap.
For reaching above-mentioned purpose, this utility model additionally provides a kind of Side fascia and installs node, including Side fascia,
Crossbeam and the connector of above-mentioned any one；Described crossbeam upper end is provided with in-situ layer, the upper end of described in-situ layer
Notch is offered in face；Described anchoring piece is embedded in described Side fascia, and described Side fascia passes through hanging part and notch
Be connected and hang on crossbeam.Node installed by the Side fascia of this structure, and Side fascia is easily installed, it is only necessary to
The anchoring piece of connector is first embedded in Side fascia by the prefabrication process of Side fascia, is then filled by lifting
Put and Side fascia is sling until the hanging part on connector is articulated in described notch；And this practicality is new
Type is installed node structure and is consolidated.
Further, described in-situ layer is provided with elongated muscle.Being arranged such, elongated muscle plays its tensile capacity,
Ensure that the part reinforcing bar at each position of in-situ layer can play its tensile strength, there is stronger anti-seismic performance.
Further, described crossbeam is embedded with steel reinforcement cage, and described steel reinforcement cage uses open type stirrup, described mounting
The side plate being oppositely arranged with anchoring piece on part is connected in described notch along the opening part of described stirrup.So set
Put, on the one hand, be beneficial to the placement of the elongated muscle of in-situ layer, the side plate edge being on the other hand beneficial on described hanging part
The opening part of described stirrup is connected in described notch.It should be noted that when elongated muscle places, and
After mounting Side fascia, utilize sealing muscle to be connected with the two ends of U-stirrups, constitute closed type stirrup, so have
It is beneficial to in-situ layer and crossbeam bearing load.
Further, the described side plate being connected with anchoring piece is embedded in described Side fascia.It is arranged such, increases
Connector and the contact area of Side fascia, beneficially hanging part bears the load of Side fascia.
Further, described notch and the gap of hanging part are by pouring hole Concrete Filled.It is arranged such,
The filling being easy to the concrete in described hanging part side plate pours so that the gap of described notch and hanging part is filled out
Fill more closely knit.
Accompanying drawing explanation
The accompanying drawing constituting a part of the present utility model is further appreciated by of the present utility model for providing, this
The schematic description and description of utility model is used for explaining this utility model, is not intended that this practicality new
The improper restriction of type.
Fig. 1 is a kind of connecting-piece structure schematic diagram involved by a kind of embodiment of this utility model；
Fig. 2 is the front section view that node installed by a kind of Side fascia involved by a kind of embodiment of this utility model；
Fig. 3 is the top view that node installed by a kind of Side fascia involved in Fig. 2；
Fig. 4 is the left view that node installed by a kind of Side fascia involved in Fig. 2.
In figure:
1 anchoring piece 2 hanging part 3 top board 4 side plate
5 pouring hole 6 Side fascia 7 crossbeam 8 notches
9 elongated muscle 10 open type stirrups 11 seal muscle 12 in-situ layer
13 precast floor slab 14 laminated floor slabs
Detailed description of the invention
Being described in detail this utility model below in conjunction with the accompanying drawings, the description of this part is only exemplary reconciliation
The property released, should not have any restriction effect to protection domain of the present utility model.Additionally, people in the art
Feature in embodiment in presents and in different embodiment, according to the description of presents, can be carried out by member
Respective combination.
This utility model embodiment is as follows, with reference to Fig. 1～4, and a kind of connector, for the installation of Side fascia 6,
Including anchoring piece 1 and hanging part 2, described anchoring piece 1 is fixedly connected on described hanging part 2.According to peace
Dress needs, and on crossbeam 7 or overlapping layers offers notch 8, described anchoring piece 1 is embedded in Side fascia 6,
Described Side fascia 6 hangs on crossbeam 7 by hanging part 2 and being connected of notch 8, notch 8 and extension
Concrete Filled is used by pouring hole 5 in the gap of fitting 2.It is arranged such, changes in traditional approach and use in advance
The connection reinforcing bar being embedded in Side fascia 6 stretches into the in-situ layer 12 on composite beam top and carries out the fixing company of cast-in-place concrete
The mode connect, is also different from Side fascia 6 simultaneously and is all rigidly connected after preburied component in Vierendeel girder
Mode, this utility model overcomes the defect of above two mode, and the most cast-in-place operation is few, is connected firmly,
And easy for installation, it is not necessary to Dock With Precision Position, there is not the problem do not docked.
It should be noted that after hanging on crossbeam 7 outside Side fascia 6, in order to ensure that Side fascia 6 is with beam even
Connect firm, when especially gap at notch 8 with hanging part 2 is bigger and also the concrete filled does not solidifies
Time, possible Side fascia 6 mounts built on the sand with beam, for ensureing safety, preferably uses in Side fascia 6 bottom
Support member is supported；In order to reduce the use of support member, even save support member, such as Fig. 2, can be at horizontal stroke
Pre-embedded connecting device bottom beam 7, corresponding, it is embedded with in the bottom of Side fascia 6 with above-mentioned attachment means even
The built-in fitting connect, after Side fascia 6 lifts dropping place, i.e. its top is articulated in crossbeam 7 by this utility model
After on, the built-in fitting that attachment means is pre-buried with the bottom of Side fascia 6 be attached, fasten further, as
This can simplify installation, increases working place.
On the basis of above-described embodiment, in another embodiment of this utility model, such as Fig. 1 and Fig. 2, described
Hanging part 2 is bending plate, and described bending plate includes top board 3 and at least one block of side plate 4, described anchoring piece 1
It is oppositely arranged with described side plate 4.Being arranged such, described side plate 4 is placed in above-mentioned notch 8, it is achieved outer
The mounting of wallboard 6.
On the basis of above-described embodiment, in another embodiment of this utility model, such as Fig. 1 and Fig. 2, described
Hanging part 2 is provided with two side plates 4 being oppositely arranged, and described anchoring piece 1 is one of solid with described side plate 4
Fixed connection.Being arranged such, anchoring piece 1 is connected the most firm with hanging part 2, is more beneficial for hanging part 2 and holds
By the load of Side fascia 6, and the mounting that the setting of two opposite sides plate 4 makes Side fascia 6 is the most firm.
On the basis of above-described embodiment, in another embodiment of this utility model, such as Fig. 1, described anchoring piece 1
In polyline shaped.It is arranged such, when anchoring piece 1 is embedded in Side fascia 6, increases anchoring piece 1 and exterior wall
The contact area of plate 6, anchoring piece 1 kink stress is more preferable simultaneously, therefore more can bear the load of Side fascia 6.
On the basis of above-described embodiment, in another embodiment of this utility model, such as Fig. 1 and Fig. 2, described
Pouring hole 5 is offered on top board 3.In Side fascia 6 installation process, described Side fascia 6 is by hanging part 2
With on crossbeam 7 or overlapping layers hitching position, the most above-mentioned notch 8, between meeting leave gap, pouring hole 5
Setting, it is simple to follow-up casting concrete fill gap.
This utility model additionally provides a kind of Side fascia 6 and installs node, and specific embodiment is as follows: such as Fig. 2 and
Fig. 3, including Side fascia 6, crossbeam 7 and the connector of above-mentioned any one；Described crossbeam 7 upper end is provided with existing
Watering layer 12, notch 8 is offered in the upper surface of described in-situ layer 12；Described anchoring piece 1 is embedded in described Side fascia
In 6, described Side fascia 6 is hung on crossbeam 7 by hanging part 2 and being connected of notch 8.This knot
Node installed by the Side fascia 6 of structure, and Side fascia 6 is easily installed, it is only necessary in the prefabrication process of Side fascia 6 first
The anchoring piece 1 of connector is embedded in Side fascia 6, then by hanging apparatus, Side fascia 6 is sling directly
Hanging part 2 to connector is articulated in described notch 8；And this utility model installs node knot
Structure consolidates.
On the basis of above-described embodiment, in another embodiment of this utility model, such as Fig. 2, described in-situ layer
12 are provided with elongated muscle 9.Being arranged such, elongated muscle 9 plays its tensile capacity, it is ensured that in-situ layer 12 each
The part reinforcing bar at position can play its tensile strength, has stronger anti-seismic performance.
On the basis of above-described embodiment, in another embodiment of this utility model, such as Fig. 2 and Fig. 3, described
Crossbeam 7 is embedded with steel reinforcement cage, and described steel reinforcement cage uses open type stirrup 10, with anchoring on described hanging part 2
The side plate 4 that part 1 is oppositely arranged is connected in described notch 8 along the opening part of described stirrup.It is arranged such,
On the one hand, the beneficially placement of the elongated muscle of in-situ layer 12 9, on the other hand it is beneficial to the side plate on described hanging part 2
4 are connected in described notch 8 along the opening part of described stirrup.It should be noted that when elongated muscle 9 is placed
Good, and after mounting Side fascia 6, utilize sealing muscle 11 to be connected with the two ends of U-stirrups, constitute closed type
Stirrup, is so conducive to in-situ layer 12 and crossbeam 7 bearing load.
On the basis of above-described embodiment, in another embodiment of this utility model, it is connected with described anchoring piece 1
Side plate 4 be embedded in described Side fascia 6.It is arranged such, increases the contact surface of connector and Side fascia 6
Long-pending, beneficially hanging part 2 bears the load of Side fascia 6.
On the basis of above-described embodiment, in another embodiment of this utility model, described notch 8 and hanging part
Concrete Filled is used by pouring hole 5 in the gap of 2.It is arranged such, it is simple in described hanging part 2 side plate 4
The filling of concrete pour so that described notch 8 is filled more closely knit with the gap of hanging part 2.
The above is only preferred implementation of the present utility model, it is noted that for the art
For those of ordinary skill, on the premise of without departing from this utility model principle, it is also possible to make some improvement
And retouching, these improvements and modifications also should be regarded as protection domain of the present utility model.
Claims (8)
1. a connector, installation for Side fascia, it is characterized in that, including anchoring piece and hanging part, described anchoring piece is fixedly connected on described hanging part, described hanging part is bending plate, and described bending plate includes that the side plate that top board and two is oppositely arranged, described anchoring piece are connected with the one of fixing of described side plate.
Connector the most according to claim 1, it is characterised in that described anchoring piece is polyline shaped.
Connector the most according to claim 1 and 2, it is characterised in that offer pouring hole on described top board.
4. a node installed by Side fascia, including Side fascia and crossbeam, it is characterised in that also include the connector described in claims 1 to 3 any one；Described crossbeam upper end is provided with in-situ layer, and notch is offered in the upper surface of described in-situ layer；Described anchoring piece is embedded in described Side fascia, and described Side fascia is hung on crossbeam by hanging part and being connected of notch.
Node installed by Side fascia the most according to claim 4, it is characterised in that described in-situ layer is provided with elongated muscle.
Node installed by Side fascia the most according to claim 4, it is characterized in that, described crossbeam is embedded with steel reinforcement cage, and described steel reinforcement cage uses open type stirrup, and the side plate that described hanging part is oppositely arranged with anchoring piece is connected in described notch along the opening part of described stirrup.
Node installed by Side fascia the most according to claim 4, it is characterised in that the side plate being connected with described connection anchoring element is embedded in described Side fascia.
8. according to the Side fascia described in claim 4～7 any one, node is installed, it is characterised in that the gap of described notch and hanging part is by pouring hole Concrete Filled.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521110579.3U CN205742662U (en) | 2015-12-28 | 2015-12-28 | Node installed by a kind of connector and Side fascia |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521110579.3U CN205742662U (en) | 2015-12-28 | 2015-12-28 | Node installed by a kind of connector and Side fascia |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205742662U true CN205742662U (en) | 2016-11-30 |
Family
ID=57387772
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521110579.3U Expired - Fee Related CN205742662U (en) | 2015-12-28 | 2015-12-28 | Node installed by a kind of connector and Side fascia |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205742662U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130576A (en) * | 2019-06-06 | 2019-08-16 | 深汕特别合作区盛腾科技工业园有限公司 | Prefabricated overlapping side bar of one kind and preparation method thereof |
-
2015
- 2015-12-28 CN CN201521110579.3U patent/CN205742662U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130576A (en) * | 2019-06-06 | 2019-08-16 | 深汕特别合作区盛腾科技工业园有限公司 | Prefabricated overlapping side bar of one kind and preparation method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Zhongmin Zhuyou Technology Investment Co.,Ltd. Assignor: Zhongmin Zhuyou Co.,Ltd. Contract record no.: 2017430000027 Denomination of utility model: Connecting piece and side fascia installation node Granted publication date: 20161130 License type: Exclusive License Record date: 20171222 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EC01 | Cancellation of recordation of patent licensing contract |
Assignee: Zhongmin Zhuyou Technology Investment Co.,Ltd. Assignor: Zhongmin Zhuyou Co.,Ltd. Contract record no.: 2017430000027 Date of cancellation: 20180801 |
|
| EC01 | Cancellation of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: China Civil Architecture Friends Technology (Jiaozhou) Co.,Ltd. Assignor: Zhongmin Zhuyou Technology Investment Co.,Ltd. Contract record no.: 2018430000023 Denomination of utility model: Connecting piece and side fascia installation node Granted publication date: 20161130 License type: Common License Record date: 20190102 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161130 |