CN207673025U - A kind of installation precast facade connection constraints system - Google Patents
A kind of installation precast facade connection constraints system Download PDFInfo
- Publication number
- CN207673025U CN207673025U CN201721803609.8U CN201721803609U CN207673025U CN 207673025 U CN207673025 U CN 207673025U CN 201721803609 U CN201721803609 U CN 201721803609U CN 207673025 U CN207673025 U CN 207673025U
- Authority
- CN
- China
- Prior art keywords
- pulling plate
- buried
- quarter bend
- anchor hole
- wall
- 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.)
- Active
Links
Landscapes
- Finishing Walls (AREA)
Abstract
The utility model discloses a kind of installation precast facade connection constraints systems, including pre-buried quarter bend and constraint pulling plate, the pre-buried quarter bend both sides are equipped with hush panel, the angle cleat of connecting wall keel is welded on rear side of pre-buried quarter bend, angle cleat is equipped with bolt hole, and being equipped with bar shaped on front side of the pre-buried quarter bend draws anchor hole；Described constraint pulling plate one end is equipped with keeps flat laterally inserted drawing anchor hole with the matched both sides notch of anchor hole, both sides notch one end of the constraint pulling plate is drawn, and places 90 degree and be stuck in drawing anchor hole, and the constraint pulling plate other end is welded with major structure of construction.
Description
Technical field
The utility model is related to connecting structure of wall more particularly to a kind of installation precast facade connection constraints systems.
Background technology
With the industrialized production of prefabricated components, while wall installation node and wall installation accuracy are to integrally-built heavy
The property wanted increasingly embodies.Existing exterior wall connection is overlapped by the double-deck reinforcing steel bars of wallboards, and secondary casting concrete realizes wall connecting.Section
Point needs live second pouring, and difficulty of construction is higher and node quality controllability is poor.Installation accuracy is relatively low.
Utility model content
The utility model provides a kind of installation precast facade connection constraints to solve the above-mentioned deficiency of the prior art
System.It is a kind of connection of collection, is constrained in integrated product, is suitable for the precast wall bodies such as lightgage steel joist wallboard or solid wall and connects
It connects and constrains.
The above-mentioned purpose of the utility model is realized by technical solution below：A kind of installation precast facade with connection about
Beam system, including pre-buried quarter bend and constraint pulling plate, the pre-buried quarter bend both sides are equipped with hush panel, the pre-buried quarter bend rear side company of being welded with
The angle cleat of wall body keel is connect, angle cleat is equipped with bolt hole, and being equipped with bar shaped on front side of the pre-buried quarter bend draws anchor hole；It is described
It constrains pulling plate one end to be equipped with and draw the matched both sides notch of anchor hole, both sides notch one end of the constraint pulling plate, which is kept flat, laterally inserts
Enter and draw anchor hole, and place 90 degree and be stuck in drawing anchor hole, the constraint pulling plate other end is welded with major structure of construction.
A kind of the characteristics of installation precast facade connection constraints system of the utility model：
1, modulability is strong：It is applicable to the accurate adjustment of wall.Just can accurately it be determined by moving left and right adjustment constraint pulling plate
Position.
2, degree of regulation is high：Wall precision in place is high, greatly ensures wall precision in place, reduces construction error.
3, strong operability：This connection system adjustment is convenient, fast, mating too many tool is not necessarily to, instead of former second pouring
Deng complicated heavy operation mode.It can accurately be adjusted in place by spanner.
4, economy：Due to being quickly and expediently installed, installation is more quick and efficient, to greatly improve work
Efficiency, while reducing corresponding manpower.Greatly reduce construction cost.
5, structure is reliable：Design can meet bearing capacity, lateral twisting deflection and corresponding wind load detection and want easily
It asks.
6, production is easy：Wall connecting system can realize that the automation of design and producing, dimensional accuracy are high.
7, accessory purchase is convenient：Bolt is market regular size, and materials are easy.
A kind of installation precast facade connection constraints system installation method of the utility model：
Step 1：Wall body built-in fitting is installed.
(1) embedded before built-in connection is prefabricated in factory to complete.
(2) wall body built-in fitting is made of angle cleat and pre-buried quarter bend.
(3) built-in fitting and wall body keel are linked together by bolt.
Step 2：Wall is installed.
(1) the drawing anchor hole for constraining the excessively pre-buried quarter bend of pulling plate is laterally inserted.
Step 3：Wall installation is in place, adjusts and fixes.
(1) rotation condition pulling plate makes it be in clamping connection with wall.
(2) left and right adjusting constrains pulling plate to suitable position, and constraint pulling plate end and major structure of construction are welded, form one
A entirety.
The aufbauprinciple of the connection system：Wall and agent structure are connected as one by built-in connection, constraint pulling plate
Body.Cooperation lightgage steel joist frame is used for bearing the horizontal loading of wall as " skeleton " of wall.By this linked system by wall
Body is connect with agent structure, realizes the transmission of power.
The wall connecting restraint system of the utility model is suitable for the plug-in wall system of lightgage steel joist, solid plug-in wall system
System.Wall up and down can be achieved and be accurately positioned adjustment, construction site only needs to realize that wall is accurate by this connection system
Location and installation is constructed.It avoids and connection is poured using the secondary of complexity；Installation difficulty will substantially reduce, installation accuracy, installation effect
Rate will greatly improve；Installation quality controllability greatly improves.
The utility model compared with prior art the advantages of be：
(1) wall restraining connection system is a kind of mating connector of plug-in wall system, to realize the prefabricated of building industry
Change and assembling provides preferably mating guarantee, promotes the development of national housing industrialization.
(2) wall restraining connects system, promotes installation effectiveness, external wall installation difficulty is reduced, and saves manpower, improves
Efficiency and installation precision.
(3) wall restraining connection system is quick for installation, is greatly improved rate of progress of the construction.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the attachment structure schematic diagram of the utility model and wall body keel.
Fig. 3 is the schematic diagram that pulling plate installation process is constrained in the utility model.
Fig. 4 is that the pulling plate schematic diagram that installation is complete is constrained in the utility model.
Specific implementation mode
The utility model is described in further detail with reference to embodiment.
As shown in Figures 1 to 4, a kind of installation precast facade connection constraints system, including pre-buried quarter bend 1 and constraint pulling plate
2,1 both sides of pre-buried quarter bend are equipped with hush panel 3, and 1 rear side of pre-buried quarter bend is welded with the angle cleat 4 of connecting wall keel 8, even
It connects angle steel 4 and is equipped with bolt hole 5,1 front side of the pre-buried quarter bend is equipped with bar shaped and draws anchor hole 6；Described 2 one end of constraint pulling plate be equipped with
6 matched both sides notch 7 of anchor hole is drawn, both sides notch one end of the constraint pulling plate 2 keeps flat laterally inserted drawing anchor hole 6, and puts
It sets 90 degree to be stuck in drawing anchor hole 6, constraint 2 other end of pulling plate is welded with major structure of construction.
A kind of the characteristics of installation precast facade connection constraints system of the utility model：
1, modulability is strong：The accurate adjustment being applicable between wall.It just can essence by moving left and right adjustment constraint pulling plate
Determine position.
2, degree of regulation is high：Wall precision in place is high, greatly ensures wall precision in place, reduces construction error.
3, strong operability：This connection system adjustment is convenient, fast, mating too many tool is not necessarily to, instead of former second pouring
Deng complicated heavy operation mode.It can accurately be adjusted in place by spanner.
4, economy：Due to being quickly and expediently installed, installation is more quick and efficient, to greatly improve work
Efficiency, while reducing corresponding manpower.Greatly reduce construction cost.
5, structure is reliable：Design can meet bearing capacity, lateral twisting deflection and corresponding wind load detection and want easily
It asks.
6, production is easy：Wall connecting system can realize that the automation of design and producing, dimensional accuracy are high.
7, accessory purchase is convenient：Bolt is market regular size, and materials are easy.
A kind of installation precast facade connection constraints system installation method of the utility model：
Step 1：Wall body built-in fitting is installed.
(1) embedded before built-in connection is prefabricated in factory to complete.
(2) wall body built-in fitting is made of angle cleat 4 and pre-buried quarter bend 1.
(3) built-in fitting and wall body keel are linked together by bolt.
Step 2：Wall is installed.
(1) the drawing anchor hole 6 for constraining the excessively pre-buried quarter bend of pulling plate 2 is laterally inserted.
Step 3：Wall installation is in place, adjusts and fixes.
(1) rotation condition pulling plate 2, makes it be in clamping connection with wall.
(2) left and right adjusting constrains pulling plate 2 to suitable position, and constraint 2 end of pulling plate and major structure of construction are welded, formed
One entirety.
The aufbauprinciple of the connection system：Wall and agent structure are connected as one by built-in connection, constraint pulling plate 2
Body.Cooperation lightgage steel joist frame is used for bearing the horizontal loading of wall as " skeleton " of wall.By this linked system by wall
Body is connect with agent structure, realizes the transmission of power.
The wall connecting restraint system of the utility model is suitable for the plug-in wall system of lightgage steel joist, solid plug-in wall system
System.Wall up and down can be achieved and be accurately positioned adjustment, construction site only needs to realize that wall is accurate by this connection system
Location and installation is constructed.It avoids and connection is poured using the secondary of complexity；Installation difficulty will substantially reduce, installation accuracy, installation effect
Rate will greatly improve；Installation quality controllability greatly improves.
The above specific embodiments are only exemplary, is to preferably make skilled artisans appreciate that originally
Patent, be not to be construed as include to this patent range limitation；As long as appointing according to made by spirit disclosed in this patent
How with change or modification, the range that this patent includes is each fallen within.
Claims (1)
1. a kind of installation precast facade connection constraints system, it is characterised in that：It is described pre- including pre-buried quarter bend and constraint pulling plate
It buries quarter bend both sides and is equipped with hush panel, the angle cleat of connecting wall keel is welded on rear side of pre-buried quarter bend, angle cleat is equipped with
Bolt hole, the pre-buried quarter bend front side are equipped with bar shaped and draw anchor hole；Described constraint pulling plate one end is equipped with and draws anchor hole matched two
Both sides notch one end of side notch, the constraint pulling plate keeps flat laterally inserted drawing anchor hole, and places 90 degree and be stuck in drawing anchor hole, about
The beam pulling plate other end is welded with major structure of construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721803609.8U CN207673025U (en) | 2017-12-20 | 2017-12-20 | A kind of installation precast facade connection constraints system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721803609.8U CN207673025U (en) | 2017-12-20 | 2017-12-20 | A kind of installation precast facade connection constraints system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207673025U true CN207673025U (en) | 2018-07-31 |
Family
ID=62970363
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721803609.8U Active CN207673025U (en) | 2017-12-20 | 2017-12-20 | A kind of installation precast facade connection constraints system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207673025U (en) |
-
2017
- 2017-12-20 CN CN201721803609.8U patent/CN207673025U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201635388U (en) | Unilateral supporting formwork system for cast-in-place concrete arc outer wall | |
| CN206722404U (en) | A kind of narrow end wall single side formwork horizontal reinforcing device | |
| CN105735625B (en) | A kind of side form support system for floor construction | |
| CN106337561B (en) | A kind of formwork reinforcement method of shear wall body external corner and door opening position | |
| CN206873721U (en) | A kind of mounting structure of big specification glass fibre reinforced concrete Side fascia | |
| CN205804942U (en) | A kind of formwork reinforcement steel substitute materials for wood structure | |
| CN206233579U (en) | A kind of shear wall formwork is to drawing connector and its formwork reinforcement structure | |
| CN112554549A (en) | Formwork supporting structure of circular arc shell plate and construction method | |
| CN210086553U (en) | Dry-type connected precast concrete wall and foundation connection node | |
| CN205444456U (en) | Precast concrete lotus root roof beam rebar positioning board | |
| CN207673025U (en) | A kind of installation precast facade connection constraints system | |
| CN209699440U (en) | A kind of prefabricated column parameter mold | |
| CN205296481U (en) | A compound shear wall structure system that is used for civilian steel construction of industrialization construction to construct | |
| CN204402039U (en) | A kind of aluminum alloy mould plate system exterior wall straightening board member | |
| CN207499203U (en) | A kind of three-dimensional adjustable supporting part for installing precast facade | |
| CN205012527U (en) | Novel curtain coupling assembling | |
| CN204402014U (en) | A kind of aluminum alloy mould plate system back cord | |
| CN207794320U (en) | A kind of wall connecting system up and down of installation precast facade | |
| CN203296310U (en) | Curtain wall pendant capable of being adjusted in three-dimensional mode | |
| CN204590605U (en) | Building steel door and window hole large form | |
| CN211597203U (en) | Connection structure and precast concrete wallboard system | |
| CN204081087U (en) | A kind of reinforced concrete column and reinforcing steel bar connecting device | |
| CN209976013U (en) | Aluminum alloy plug plate structure of all-steel large template | |
| CN210887788U (en) | Interval controlling means of plane reinforcing bar installation | |
| CN207672994U (en) | A kind of U-shaped lightgage steel joist support system of plank sheathing recoverable |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |