CN108086530A - A kind of horizontal joining method of faced wall - Google Patents
A kind of horizontal joining method of faced wall Download PDFInfo
- Publication number
- CN108086530A CN108086530A CN201711369965.8A CN201711369965A CN108086530A CN 108086530 A CN108086530 A CN 108086530A CN 201711369965 A CN201711369965 A CN 201711369965A CN 108086530 A CN108086530 A CN 108086530A
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- Prior art keywords
- wall
- plate
- faced
- floor
- joining method
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
Abstract
This application involves a kind of horizontal joining method of faced wall, belong to the special wall structure technical field of buildings in general.The faced wall includes upper wall, lower wall and middle pectoral plate, and middle pectoral plate includes upper junction plate and lower connecting plate, and upper junction plate is located at the connecting pin of upper wall, and side sets screw rod, which is connected between wall and lower wall；Lower connecting plate is located at the connecting pin of lower wall, and upper junction plate is fixed with lower connecting plate, and wall is docked with the level of lower wall in realization, and after docking site twin fillet wolt welds, the horizontal splicing of faced wall is completed in cast-in-place concrete.The application is applied to the structure of faced wall, has on-site consolidation precision high, error is small；Splicing construction intensity is high, and shearing resistance, antitorque, anti-bending strength is good, while also has many advantages, such as preferable anti-seismic performance.
Description
Technical field
This application involves a kind of horizontal joining method of faced wall, the special wall structure technology for belonging to buildings in general is led
Domain.
Background technology
With the fast development of China's economy, society and Urbanization Construction, construction industry is from traditional construction pattern to industrialization
Mode of construction transition and upgrade.Building industrialization is using factorial praluction, and the build model of prefabricated construction overcomes tradition and builds
The drawbacks of modeling formula, effectively improves architecture production efficiency, improves structural safety performance, and energy-saving and emission-reduction improve resource utilization, drop
Low construction cost.
At present, China's housing industry shear wall structure form is broadly divided into two classes：When reinforced concrete shear wall, two
It is reinforcing bar compound shear wall.Reinforced concrete shear wall assembled technology developed at present it is more mature, it is in all parts of the country also built
Make more demonstration projects；And the development of reinforcing bar compound shear wall structural system is still in the starting stage.Reinforcing bar compound shear wall is with passing
System reinforced concrete shear wall stress form has an essential difference, and reinforcing bar is for bar splicing, complex process, quality
The drawbacks such as it is poor to ensure, precision is difficult to control, low construction efficiency, and cost is higher.
Based on this, the application is made.
The content of the invention
Drawbacks described above in the presence of being overlapped for existing reinforcing bar compound shear wall, the application provide a kind of embedded reinforcing bar portion
The horizontal joining method of combination shearing wall rod-pulling type is grouped, the program effectively solves above-mentioned drawback, convenient and quick construction, bonding strength
Height, securely and reliably, live wet-less operation really realizes high assembly rate, efficiently constructs, is environmentally protective.
To achieve the above object, the technical solution that the application takes is as follows：
A kind of horizontal joining method of faced wall, which, which includes upper wall, lower wall and middle pectoral plate, middle pectoral plate, includes
Upper junction plate and lower connecting plate, upper junction plate are located at the connecting pin of upper wall, and side sets screw rod, which is connected to
Between wall and lower wall；Lower connecting plate is located at the connecting pin of lower wall, and upper junction plate is fixed with lower connecting plate, wall in realization
Body is docked with the level of lower wall, after docking site twin fillet wolt welds, the water of cast-in-place concrete, i.e. completion faced wall
Flat splicing.
Further, as preferred：
The screw rod at least sets two, symmetrically or is uniformly arranged on the outside of upper junction plate.Screw rod is to form drawbar structure
A critical component, the position set and quantity play the structural stability of entire faced wall guiding and leading make
With middle pectoral plate is upper wall, the connecting portion of lower wall, and screw rod that is symmetrical or being uniformly arranged plays the active force carried
Good peptizaiton.
The upper wall is by intermediate plate one, floor one and pours concrete in intermediate plate one and one periphery of floor
It forms, and intermediate plate one is set along the short transverse of upper wall, floor one is mounted on intermediate plate one；Floor one and intermediate plate one
The reinforcing bar part of wall in formation, it is ensured that the stability and accuracy of this construction.It is furthermore preferred that the middle pectoral plate with it is upper
Floor one at wall connecting end is fixed.
The lower wall is by intermediate plate two, floor two and pours concrete in intermediate plate two and two periphery of floor
It forms, and intermediate plate two is set along the short transverse of lower wall, floor two is mounted on intermediate plate two；Floor two and intermediate plate two
Form the reinforcing bar part of lower wall, it is ensured that the stability and accuracy of this construction.It is furthermore preferred that the middle pectoral plate is under
Floor two at wall connecting end is fixed.
The upper junction plate is fixed with lower connecting plate by angle steel and fastener.Upper junction plate and lower connecting plate, which are formed, to be divided
The middle pectoral plate of body formula structure, can be respectively with after upper wall, lower wall connecting, then being assembled and being fixed.
Described screw rod one end is embedded on the connecting pin of wall, and the other end is fixed on by nut or similar fastener
On the connecting pin of lower wall.Screw rod realizes fixation using half flexible mode, facilitates the operation of assembling and concreting.
Tie rod is additionally provided on the lower wall, tie rod is shifted to install with screw rod.
In building process, by the i.e. upper wall of two shear walls that need to be docked and lower wall according to the method described above by intermediate abdomen
Plate is welded, and is upper junction plate on upper wall, is lower connecting plate on lower wall.By the i.e. upper wall of two shear walls and lower wall pair
It is connected together, docking site is welded together using twin fillet wolt.Then, will（To drawing）The other end of screw rod is twisted with nut
It is tightened on the floor two of lower wall,（To drawing）Screw rod spacing is identical with the band steel in wall.After the completion of welding, docking
Position supporting module, live poured concrete, concrete strength need to a labels higher than walls concrete intensity.During maintenance regulation
Between, form removal, assembling construction is completed.Wherein：
（1）Upper wall respectively constitutes the compound shear wall of embedded reinforcing bar part with lower wall, in the end of two wall butt ends
Floor reserves screw rod as requested, and when setting multiple, multiple screw rod spacing, diameter and intensity etc. are all in accordance with requirement of strength design
It determines；At the upper wall connecting end that connects of needs, pre-buried Screw arbor with nut at both-ends, the temporary not casting concrete of area's lattice of lower wall,
Facilitate the other end of installation Screw arbor with nut at both-ends.
（2）Middle pectoral plate is divided into upper and lower two pieces, one piece of top half for being mounted on a upper wall, i.e. upper junction plate, and one
It is a mounted on the latter half of lower wall, i.e. lower connecting plate, the edge prepared screw-bolt hole of middle pectoral plate, bolt hole displacement
It is just corresponding with the shank of bolt reserved on the floor of shear wall end.
（3）Angle steel prepared screw-bolt hole is positioned, middle pectoral plate is using positioning angle steel（That is angle steel one, angle steel two）, Primary Location
In each shear wall（Upper wall, lower wall）End, and be bolt-connected on corresponding floor, after having good positioning, use is two-sided
Middle pectoral plate is welded on the floor of shear wall end by angle welding.
Compared with prior art, advantage possessed by the application and effect are summarized as follows：
（1）Compared with existing connecting structure, assembled flow of constructing is convenient and efficient, effectively improves construction efficiency；
（2）On-site consolidation precision is high, and error is small；
（3）Joining quality is easily controllable, ensures splicing position intensity requirement, and the splicing construction intensity is high, shearing resistance, antitorque, anti-
Curved performance is good, while also has preferable anti-seismic performance；
（4）Construct it is easy to process simple, it is at low cost.
Description of the drawings
Fig. 1 is the structure diagram of the application faced wall；
Fig. 2 is the structure diagram of wall section one in Fig. 1；
Fig. 3 is the structure diagram of wall section two in Fig. 1；
Fig. 4 is D-D directions view in Fig. 1；
Fig. 5 is A-A directions view in Fig. 1；
Fig. 6 is B-B directions view in Fig. 2；
Fig. 7 is C-C directions view in Fig. 3.
Wherein label：Wall on 1.；11. intermediate plate one；12. floor one；2. fastener；3. upper junction plate；31.
Angle steel one；4. screw rod；5. band steel；6. lower wall；61. intermediate plate two；62. floor two；7. lower connecting plate；71. angle steel
Two；72. tie rod；73. card slot.
Specific embodiment
Embodiment 1
A kind of horizontal joining method of faced wall of the present embodiment, with reference to Fig. 1 and Fig. 4, Fig. 5, the faced wall include upper wall 1, under
Wall 6 and middle pectoral plate, the connecting pin of upper wall 1 set upper junction plate 3 and screw rod 4, screw rod 4 to be located at 3 side of upper junction plate,
It is connected between wall 1 and lower wall 6；The connecting pin of lower wall 6 sets lower connecting plate 7, upper junction plate 3 and lower connecting plate 7
It fixes, the middle pectoral plate in formation between wall 1 and lower wall 6, cast-in-place concrete at middle pectoral plate, that is, completes the water of faced wall
Flat splicing.
To realize more using effects, said program can also be added as follows：
Screw rod 4 at least sets two, symmetrically or is uniformly arranged on the outside of upper junction plate 3.Screw rod 4 is to form drawbar structure one
Guiding and leading role are played in a critical component, the position and quantity set to the structural stability of entire faced wall, in
Intersternite is upper wall 1, the connecting portion of lower wall 6, and screw rod 4 that is symmetrical or being uniformly arranged plays very the active force carried
Good peptizaiton.
To realize more using effects, said program can also be added as follows：
With reference to Fig. 2 and Fig. 6, upper wall 1 is by intermediate plate 1, floor 1 and pours in intermediate plate 1 and floor 1
The concrete of periphery is formed, and intermediate plate 1 is set along the short transverse of upper wall 1, and floor 1 is mounted on intermediate plate 1
On；Floor 1 and intermediate plate 1 form the reinforcing bar part of upper wall 1, it is ensured that the stability and accuracy of this construction.More
Preferably, the upper junction plate 3 in middle pectoral plate is fixed with the floor one at upper 1 connecting pin of wall.
To realize more using effects, said program can also be added as follows：
With reference to Fig. 3 and Fig. 7, lower wall 6 is by intermediate plate 2 61, floor 2 62 and pours in intermediate plate 2 61 and floor 2 62
The concrete of periphery is formed, and intermediate plate 2 61 is set along the short transverse of lower wall 6, and floor 2 62 is mounted on intermediate plate 2 61
On；Floor 2 62 and intermediate plate 2 61 form the reinforcing bar part of lower wall 6, it is ensured that the stability and accuracy of this construction.More
Preferably, the lower connecting plate 7 of middle pectoral plate is fixed with the floor two at lower 6 connecting pin of wall.
To realize more using effects, said program can also be added as follows：With reference to Fig. 1 and Fig. 5, upper company
3 upper end of fishplate bar sets angle steel 1, and 7 lower end of lower connecting plate sets angle steel 2 71, and upper junction plate 3, lower connecting plate 7 pass through angle respectively
Steel 1, angle steel 2 72 and corresponding fastener 2 are fixed on correspondence position.Upper junction plate 3 and lower connecting plate 7 form split type
The middle pectoral plate of structure after being connected respectively with upper wall 1, lower wall 6, then is assembled and fixed.
To realize more using effects, said program can also be added as follows：4 one end of screw rod is embedded in
On the connecting pin of wall 1, the other end is fixed on by nut or similar fastener on the connecting pin of lower wall 6.Screw rod 4 is using half
Flexible mode realizes fixation, facilitates the operation of assembling and concreting.
To realize more using effects, said program can also be added as follows：Drawing is provided on lower wall 6
Item 72, the tie rod 72 are shifted to install with bolt 4.
As a kind of fixed form, card slot 73 can be set on lower connecting plate 7, upper junction plate 3 is inserted into the card slot 73, i.e.,
Complete the fixation of upper junction plate 3 and lower connecting plate 7.
During assembly, first the i.e. upper wall 1 of need to dock two shear walls and lower wall 6 are distinguished according to the method described above
Upper junction plate 3 is used into high-strength bolt or similar to even with lower connecting plate 7 by angle steel 1, angle steel 2 71 or similar fastener 2
Fitting fixes, and upper junction plate 3 is fixed in upper 1 connecting pin of wall, and lower connecting plate 7 is fixed in lower 6 connecting pin of wall；By upper wall 1 with
Lower 6 two shear walls of wall are docking together, and docking site uses high-strength bolt or similar by angle steel or similar fastener
Connector is fixed together；Then, the other end of screw rod 4 is tightened to nut on the floor two of lower wall 6,（To drawing）Screw rod
4 spacing are identical with the band steel 5 in wall；After the completion of screw rod 4 is twisted, in docking site supporting module, scene pours coagulation
Soil, concrete strength need to a labels higher than walls concrete intensity.Stipulated time, form removal are conserved, assembling construction is completed.
Wherein：
（1）Upper wall 1 respectively constitutes the compound shear wall of embedded reinforcing bar part with lower wall 6, at the end of two wall butt ends
Portion's floor reserves screw rod 4 as requested, and when setting multiple, multiple screw rod spacing, diameter and intensity etc. will all in accordance with Intensity Design
Ask definite；In 1 connecting pin of upper wall that connects of needs, pre-buried Screw arbor with nut at both-ends 4, area's lattice of lower wall 6 do not pour temporarily mixed
Solidifying soil facilitates the other end of installation Screw arbor with nut at both-ends.
（2）Middle pectoral plate is divided into upper and lower two pieces, and one piece is mounted on a top half for going up wall, i.e. upper junction plate 3,
One the latter half for being mounted on lower wall, i.e. lower connecting plate 7, the edge prepared screw-bolt hole of middle pectoral plate, spiro keyhole position
Moving need to be just corresponding with the shank of bolt reserved on the floor of shear wall end.
（3）Angle steel 1 is reserved the bolt hole of oval, and is connected by high-strength bolt by thereon as positioning angle steel
Upper junction plate 3 in intersternite is fixed on upper 1 end floor of wall；Lower wall 6 then uses high-strength bolt by angle steel 2 71
It is fixed on as fastener 2 on the shear wall end floor 2 62.
There is provided technical solution is made the above content is the preferred embodiment for combining the invention further detailed
It describes in detail bright, it is impossible to assert that the invention specific implementation is confined to these above-mentioned explanations, for the affiliated technology of the invention
For the those of ordinary skill in field, without departing from the concept of the premise of the invention, several simple deductions can also be made
Or replace, it should all be considered as belonging to the protection domain of the invention.
Claims (9)
1. a kind of horizontal joining method of faced wall, it is characterised in that：The faced wall includes upper wall, lower wall and intermediate abdomen
Plate, middle pectoral plate include upper junction plate and lower connecting plate, and upper junction plate is located at the connecting pin of upper wall, and side sets spiral shell
Bar, the screw rod are connected between wall and lower wall；Lower connecting plate is located at the connecting pin of lower wall, upper junction plate and lower company
Fishplate bar is fixed, and wall is docked with the level of lower wall in realization, after docking site twin fillet wolt welds, cast-in-place coagulation
Soil completes the horizontal splicing of faced wall.
2. a kind of horizontal joining method of faced wall as described in claim 1, it is characterised in that：The screw rod is at least set
It two, symmetrically or is uniformly arranged on the outside of upper junction plate.
3. a kind of horizontal joining method of faced wall as described in claim 1, it is characterised in that：The upper wall is in
Between plate one, floor one and pour concrete composition in intermediate plate one Yu one periphery of floor, and intermediate plate one is along upper wall
Short transverse is set, and floor one is mounted on intermediate plate one.
4. a kind of horizontal joining method of faced wall as claimed in claim 3, it is characterised in that：The middle pectoral plate with it is upper
Floor one at wall connecting end is fixed.
5. a kind of horizontal joining method of faced wall as described in claim 1, it is characterised in that：The lower wall is in
Between plate two, floor two and pour concrete composition in intermediate plate two Yu two periphery of floor, and intermediate plate two is along lower wall
Short transverse is set, and floor two is mounted on intermediate plate two.
6. a kind of horizontal joining method of faced wall as claimed in claim 5, it is characterised in that：The middle pectoral plate is under
Floor two at wall connecting end is fixed.
7. a kind of horizontal joining method of faced wall as described in claim 1, it is characterised in that：The upper junction plate is under
Connecting plate is fixed by angle steel and fastener.
8. a kind of horizontal joining method of faced wall as described in claim 1, it is characterised in that：It is also set on the lower wall
Tie rod is equipped with, tie rod is shifted to install with screw rod.
9. such as a kind of horizontal joining method of faced wall of claim 1-8 any one of them, it is characterised in that：The screw rod
One end is embedded on the connecting pin of wall, and the other end is fixed on by nut or similar fastener on the connecting pin of lower wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711369965.8A CN108086530A (en) | 2017-12-19 | 2017-12-19 | A kind of horizontal joining method of faced wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711369965.8A CN108086530A (en) | 2017-12-19 | 2017-12-19 | A kind of horizontal joining method of faced wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108086530A true CN108086530A (en) | 2018-05-29 |
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ID=62175990
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711369965.8A Pending CN108086530A (en) | 2017-12-19 | 2017-12-19 | A kind of horizontal joining method of faced wall |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2007134517A1 (en) * | 2006-05-18 | 2007-11-29 | Xinfu Chen | Composite concrete shear wall for heat insulation |
| CN105256917A (en) * | 2015-11-18 | 2016-01-20 | 福建工程学院 | Prestressed shear wall and vertical joint combining-connecting structure and construction method thereof |
| CN105544801A (en) * | 2016-01-28 | 2016-05-04 | 湖南大学 | Bolted connection technique for prefabricated large plate shear wall provided with concealed bracing and construction method |
| CN105952030A (en) * | 2016-06-22 | 2016-09-21 | 福建工程学院 | Insert bolt type prefabricated shear wall vertical joint connecting structure and construction method thereof |
| CN107190886A (en) * | 2017-06-28 | 2017-09-22 | 浙江绿筑集成科技有限公司 | A kind of faced wall corner structure |
| CN207761108U (en) * | 2017-12-19 | 2018-08-24 | 浙江绿筑集成科技有限公司 | A kind of level splices and combines wall |
-
2017
- 2017-12-19 CN CN201711369965.8A patent/CN108086530A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2007134517A1 (en) * | 2006-05-18 | 2007-11-29 | Xinfu Chen | Composite concrete shear wall for heat insulation |
| CN105256917A (en) * | 2015-11-18 | 2016-01-20 | 福建工程学院 | Prestressed shear wall and vertical joint combining-connecting structure and construction method thereof |
| CN105544801A (en) * | 2016-01-28 | 2016-05-04 | 湖南大学 | Bolted connection technique for prefabricated large plate shear wall provided with concealed bracing and construction method |
| CN105952030A (en) * | 2016-06-22 | 2016-09-21 | 福建工程学院 | Insert bolt type prefabricated shear wall vertical joint connecting structure and construction method thereof |
| CN107190886A (en) * | 2017-06-28 | 2017-09-22 | 浙江绿筑集成科技有限公司 | A kind of faced wall corner structure |
| CN207761108U (en) * | 2017-12-19 | 2018-08-24 | 浙江绿筑集成科技有限公司 | A kind of level splices and combines wall |
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