CN108118799A - A kind of telescopic construction method of faced wall - Google Patents
A kind of telescopic construction method of faced wall Download PDFInfo
- Publication number
- CN108118799A CN108118799A CN201711369982.1A CN201711369982A CN108118799A CN 108118799 A CN108118799 A CN 108118799A CN 201711369982 A CN201711369982 A CN 201711369982A CN 108118799 A CN108118799 A CN 108118799A
- Authority
- CN
- China
- Prior art keywords
- wallboard
- sleeve
- dowel
- faced wall
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 48
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 31
- 230000007246 mechanism Effects 0.000 claims abstract description 21
- 238000004891 communication Methods 0.000 claims abstract description 4
- 238000005096 rolling process Methods 0.000 claims description 6
- 239000002002 slurry Substances 0.000 claims description 6
- 210000001015 abdomen Anatomy 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 239000008267 milk Substances 0.000 claims 1
- 210000004080 milk Anatomy 0.000 claims 1
- 235000013336 milk Nutrition 0.000 claims 1
- 238000010008 shearing Methods 0.000 abstract description 4
- 238000005452 bending Methods 0.000 abstract description 3
- 230000008901 benefit Effects 0.000 abstract description 2
- 239000004567 concrete Substances 0.000 description 16
- 239000004570 mortar (masonry) Substances 0.000 description 13
- 238000005266 casting Methods 0.000 description 8
- 238000013461 design Methods 0.000 description 7
- 238000007569 slipcasting Methods 0.000 description 7
- 238000003466 welding Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 239000011440 grout Substances 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 150000001875 compounds Chemical class 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 238000007711 solidification Methods 0.000 description 3
- 230000008023 solidification Effects 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 210000000988 bone and bone Anatomy 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000003993 interaction Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 239000002390 adhesive tape Substances 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
Classifications
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4114—Elements with sockets
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4114—Elements with sockets
- E04B1/4142—Elements with sockets with transverse hook- or loop-receiving parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6125—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
This application involves a kind of telescopic construction method of faced wall, belong to the floor construction technical field of the special designing of buildings in general construction.Reinforcing bar mechanism is provided in the wallboard of the faced wall, which is fixed with several dowels, and dowel protrusion is on the wallboard connecting pin where it；The other end is provided with sleeve, where sleeve is then located at it in wallboard, and has entrance and exit to be in communication with the outside, and is respectively used to grouting and pulp；Between two neighboring wallboard, the dowel of previous wallboard and the sleeve of latter wallboard are correspondingly arranged.The application is applied to the connection of shear wall/faced wall, has splicing construction intensity high, 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 telescopic construction method of faced wall, belong to the building of the special designing of buildings in general construction
Harden structure technical field.
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 starting stage, reinforcing bar compound shear wall and biography
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
For existing drawbacks described above during existing faced wall overlap joint, the application provides a kind of grout sleeve formula connection dress
With formula steel plate, by the telescopic construction method of the form faced wall, it can be achieved that standardized designs, factorial praluction, assembling
Construction, greatly improves production and construction efficiency；It is linked together between two walls by grout sleeve, convenient and quick construction, even
Intensity height is connect, 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 telescopic construction method of faced wall is provided with reinforcing bar mechanism in the wallboard of the faced wall, the reinforcing bar mechanism
One end is fixed with several dowels, and dowel protrusion is on the wallboard connecting pin where it；The other end is provided with sleeve, and sleeve is then
In wallboard where it, and there is entrance and exit to be in communication with the outside, be respectively used to grouting and pulp；Two neighboring wallboard
Between, the dowel of previous wallboard and the sleeve of latter wallboard are correspondingly arranged, and during construction, the outer end of the dowel of previous wallboard is inserted
In the sleeve for entering latter wallboard, slurries are from the entrance of wallboard where sleeve into the sleeve, until overflowing from the outlet on the wallboard
Go out, that is, complete grouting, cure the construction for completing faced wall.
Further, as preferred：
The reinforcing bar mechanism includes web and several floors, and web is set along the length direction of wallboard, and floor is mounted on abdomen
Plate unilateral side or both sides, and be also distributed in the connecting pin of wallboard, second-order weld is selected between web and floor.It is furthermore preferred that institute
Dowel inner end and the web and/or floor stated are fixed, and outer end protrusion is outside connecting pin, in insertion sleeve.The connection
It is fixed between muscle and web and/or floor with twin fillet wolt, leg intensity is not less than the tensile strength of connection reinforcing bar.In wallboard
Web and several floors are set, and casting concrete on the frame then formed in web and floor, that is, being formed has interior steel
The wallboard of bone mechanism by means of the interaction of concrete and floor, can effectively improve it and install fastness degree, can effectively improve
The structural stability of faced wall.
The sleeve is located at web.Slot rolling is preferably provided in sleeve.Sleeve be grouting and grout cures it is main
Generation position, is disposed at web, not only can provide solidification impetus for it by means of web, but also can be incited somebody to action by web
It solidifies the connection site generated and carries out stress transmission with adjacent wall board, meanwhile, the setting of slot rolling makes concrete be solidified in sleeve
The structure of surface undulate latch is formed, is engaged with corresponding faced wall, splicing construction intensity is high, shearing resistance, antitorque, bending resistance
Performance is good, while also has preferable anti-seismic performance.
The sleeve sets several groups, and corresponding entrance sets respective numbers with outlet, dowel.Each sleeve corresponds to
One entrance and exit is inserted into a dowel, it can be achieved that repeatedly connecting and fixing between adjacent faced wall in each sleeve,
Fastness and mounting stability are more preferable.The sleeve sets one, and entrance is provided with several with outlet, and dowel sets several
It is a.Multiple entrances, outlet jointly carry out a sleeve for slurry, are then solidified respectively at different dowels.
The entrance is both provided with guide wire with exit, and guide wire is arc and/or straight type structure, preferably guide wire
For arc and/or straight type structure pvc pipe.In casting concrete, it is both needed to plug PVC plastic pipe work at the entrance and exit of sleeve
For guide wire, aperture is drawn out on the outside of wallboard, reserving entrance and exit herein can be in order to avoid casting concrete blocks the two
Hole.
The application is applied to construction site, the assembling and construction method of the faced wall：After following wall is had good positioning first,
After the lifting of wall above is had good positioning, one layer of mortar is uniformly smeared above wall below first, then wall whereabouts pair above
Connect following wall so that the dowel of wall is just completely inserted into the sleeve of wall above below.Then using fixed branch
Support arrangement fixes wall, starts, using the slip casting into each entrance of high-pressure slip-casting method, there is high-strength mortar stabilization in outlet
It overflows, illustrates to fill with high-strength mortar in sleeve.Then upper and lower two wall junctions handing-over seam is sketched the contours into filling with mortar.
Wall fixing bracket device is not removed, is treated after a few days, after high-strength mortar intensity reaches desired strength, removes fixing bracket.It presses
According to more than flow, up spliced wall can be continued.Wherein：
（1）The making of the reinforcing bar mechanism of faced wall：Wall upper end is mainly floor and web, according to design requirement, first blanking
Reinforcing bar component, the edge that floor need to weld are required to groove.As requested, floor is welded in using angle welding form
On intermediate main stress steel plate, that is, web, the reinforcing bar mechanism inside shear wall is formed；It is respectively welded near floor and web certain
The dowel of length and certain diameter；In the sleeve of the corresponding position welding grouting in wall lower end, the set of grouting
Cylinder position has to correspond with the dowel position of another wall, is otherwise not easy abutting joint.Wherein, dowel and sleeve
Quantity and spacing determine that dowel and sleeve are welded in by twin fillet wolt form according to the intensity requirement of design
On floor and web, and twin fillet wolt is formed therebetween, leg intensity is not less than the tensile strength of connection reinforcing bar.Connection
The length and diameter of muscle is also to be calculated according to design, and length ensures, after two walls are to connecting, dowel is just complete
It is inserted into sleeve.
（2）The entrance and exit of sleeve is both needed to that arc and/or straight type pvc pipe is set to introduce aperture as guide wire
Wall outer side face facilitates later stage mortar depositing construction.
（3）It after the completion of above-mentioned welding job and installment work, proceeds by walls concrete and pours, first by wall steel
Bone mechanism, which lies low, to be positioned on platform mould, and the guiding duct tapes of entrance and exit are sealed, concrete is avoided to block the hole；By wall
Body surrounding has propped up template, starts to pour, then vibrate, and smoothes out；After standing 2 days, by 180 ° of overturnings of wall, start another side and install
Template, casting concrete；, it is necessary to which join seam at the interface of two walls sketches the contours filling with mortar after the completion of slip casting；Then will
Wall is sent into high temperature steam curing room, and after reaching the standard curing time, wall makes entire process and completes.
Compared with conventional connecting structure, the faced wall of the application has following advantage：
（1）Standardized designs, factorial praluction, prefabricated construction can be achieved；
（2）Compared with existing connecting structure, assembled flow of constructing is convenient and efficient, effectively improves construction efficiency；
（3）Live wet-less operation, welding operation, without dust pollution, belongs to environmentally protective construction；
（4）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；
（5）Construct it is easy to process, it is at low cost.
Description of the drawings
Fig. 1 is the structure diagram of the application faced wall；
Fig. 2 is the top view of the application faced wall；
Fig. 3 is distribution map of the guide wire in wallboard in the application；
Fig. 4 is dowel and the scheme of installation of reinforcing bar mechanism in the application；
Fig. 5 is the matching chart of dowel and sleeve in the application；
Fig. 6 is the assembling schematic diagram of the application.
Figure label：1. wallboard；A. wallboard one；B. wallboard two；2. reinforcing bar mechanism；21. web；22. floor；3.
Dowel；3a. dowels one；3b. dowels two；4. sleeve；41. slot rolling；5. entrance；5a. entrances one；5b. entrances
Two；6. outlet；6a. outlets one；6b. outlets two；7. guide wire；8. weld seam；9. connecting hole.
Specific embodiment
Embodiment 1
A kind of telescopic construction method of faced wall of the present embodiment with reference to Fig. 1, Fig. 2, is provided in the wallboard of the faced wall
Reinforcing bar mechanism 2,2 one end of reinforcing bar mechanism are fixed multiple（It is multiple in the application to refer to >=1）Dowel 3, dowel 3 protrude
On wallboard connecting pin where it；The other end is provided with sleeve 4, where sleeve 4 is then located at it in wallboard, and has entrance 5 and goes out
Mouth 6 is in communication with the outside, and is respectively used to grouting and pulp；Between two neighboring wallboard, the dowel of previous wallboard with it is latter
The sleeve of wallboard is correspondingly arranged, and during construction, the outer end of the dowel of previous wallboard is inserted into the sleeve of latter wallboard, and slurries are from covering
The entrance of wallboard where cylinder is into the sleeve, until being overflowed from the outlet on the wallboard, that is, completes grouting, cures and complete combination
The construction of wall.
The application is applied to construction site, the assembling and construction method of the faced wall：After following wall is had good positioning first,
After the lifting of wall above is had good positioning, with reference to Fig. 6, one layer of mortar is uniformly smeared above two B of wall, that is, wallboard below first, so
One A of wall, that is, wallboard falls and docks two B of wallboard above afterwards so that two 3b of dowel of two B of wallboard is just completely inserted into wallboard
In the sleeve of one A.Then wall is fixed using fixed support device, starts to use high-pressure slip-casting method to each entrance one
Slip casting in 5a, two 5b of entrance, export has high-strength mortar to stablize in a 6a, two 6b of outlet overflows, illustrates to fill with height in sleeve
Strength mortar.Then one A of upper and lower two wall, that is, wallboards, two B junctions of wallboard handing-over seam are sketched the contours into filling with mortar.It not remove
Wall fixing bracket device, is treated after a few days, after high-strength mortar intensity reaches desired strength, removes fixing bracket.According to upstream
Journey can continue up spliced wall.
To realize more using effects, said program can also be added as follows：
With reference to Fig. 1, reinforcing bar mechanism 2 includes web 21 and several floors 22, and web 21 is set along the length direction of wallboard, floor
22 are mounted on 21 unilateral side of web（It is not shown in figure）Or both sides（As shown in Figure 1）, and be also distributed in the connecting pin of wallboard, web
Second-order weld is selected between 21 and floor 22.
It is furthermore preferred that with reference to Fig. 2,3 inner end of dowel can be fixed with web 21, can also be fixed with floor 22, outer end
It protrudes outside connecting pin, in insertion sleeve 4.
With reference to Fig. 4, the weld seam 8 between 3 inner end of dowel and reinforcing bar mechanism 2 in the form of twin fillet wolt is fixed on wallboard 1
It is interior；Weld seam between sleeve 4 and reinforcing bar mechanism 2 in the form of twin fillet wolt is fixed in wallboard 1, and leg intensity is not less than connection
The tensile strength of reinforcing bar.Web 21 and several floors 22 are set in wallboard 1, the frame then formed in web 21 and floor 22
Casting concrete on frame forms the wallboard 1 with interior reinforcing bar mechanism, by means of the interaction of concrete and floor 22,
It can be effectively improved, fastness degree is installed, the structural stability of faced wall can be effectively improved.
To realize more using effects, said program can also be added as follows：
With reference to Fig. 5, sleeve 4 is located at web.Slot rolling 41 is preferably provided in sleeve 4.Set, 4 be the master of grouting and grout cures
Generation position, is disposed at web, not only can provide solidification impetus by means of web for it, but also can be by web
The connection site generated and adjacent wall board progress stress transmission will be solidified, meanwhile, the setting of slot rolling 41 makes concrete in sleeve 4
Solidification forms the structure of surface undulate latch, is engaged with corresponding faced wall, and splicing construction intensity is high, shearing resistance, it is antitorque,
Anti-bending strength is good, while also has preferable anti-seismic performance.
To realize more using effects, the sleeve 4 in said program can be set according to the following two kinds mode：
（1）Sleeve 4 sets several groups, and corresponding entrance 5 sets respective numbers with outlet 6, dowel 3.Each sleeve 4 corresponds to one
A dowel 3 is inserted into, it can be achieved that repeatedly connecting and consolidating between adjacent faced wall in a entrance 5 and outlet 6 in each sleeve 4
Fixed, fastness and mounting stability are more preferable.
（2）Sleeve 4 sets one, and entrance 5 is provided with several with outlet 6, and dowel 3 sets several.Multiple entrances
5th, outlet 6 jointly carries out a sleeve 4 for slurry, is then solidified respectively at different dowels 3.
To realize more using effects, said program can also be added as follows：
With reference to Fig. 3, entrance 5 is arc and/or straight type structure with being both provided with guide wire 7, guide wire 7 at outlet 6, is preferably guided
Pipe 7 is arc and/or straight type structure pvc pipe.In casting concrete, it is both needed to plug PVC plastic at the entrance 5 of sleeve 4 and outlet 6
Aperture is drawn out to 1 outside of wallboard, aperture is introduced into wall outer side face, later stage slip casting is facilitated to apply by expects pipe as guide wire 7
Work, reserving entrance 5 herein and outlet 6 can be in order to avoid casting concrete blocks the two holes.
In said program, the making of the reinforcing bar mechanism of faced wall：Wall upper end is mainly floor 22 and web 21, according to setting
Meter requirement, blanking reinforcing bar component, the edge that floor 22 need to weld are required to groove first.As requested, floor 22 is adopted
It with angle welding form, is welded on intermediate main stress steel plate i.e. web 21, forms the reinforcing bar mechanism 2 inside shear wall；In floor
22 and web 21 dowel 3 of certain length and certain diameter is nearby respectively welded；In the corresponding position in 1 lower end of wall
The sleeve 4 of grouting is welded, 4 position of sleeve of grouting has to correspond with 3 position of the dowel of another wall, otherwise
It is not easy abutting joint.Wherein, the quantity and spacing of dowel 3 and sleeve 4 are determined according to the intensity requirement of design, dowel
3 and sleeve 4 be welded in by twin fillet wolt form on floor 22 and web 21, and form two-sided fillet welding therebetween
Seam, leg intensity is not less than the tensile strength of connection reinforcing bar.The length and diameter of dowel 3 is also to be calculated according to design,
Its length ensures that after two walls are to connecting, dowel 3 is completely inserted into just in sleeve 4.
It after the completion of above-mentioned welding job and installment work, proceeds by walls concrete and pours, first by wall reinforcing bar
Mechanism 2, which lies low, to be positioned on platform mould, and the guide wire 7 of entrance 5 and outlet 6 with adhesive tape is sealed, concrete is avoided to block the hole；It will
Wall surrounding has propped up template, starts to pour, then vibrate, and smoothes out；After standing 2 days, by 180 ° of overturnings of wall, start another side branch
If template, casting concrete；, it is necessary to which join seam at the interface of two walls sketches the contours filling with mortar after the completion of slip casting；Then
Wall 1 is sent into high temperature steam curing room, after reaching the standard curing time, wall makes entire process and completes.
Claims (10)
1. a kind of telescopic construction method of faced wall, it is characterised in that：Reinforcing bar machine is provided in the wallboard of the faced wall
Structure, the reinforcing bar mechanism one end are fixed with several dowels, and dowel protrusion is on the wallboard connecting pin where it；The other end is set
There is sleeve, sleeve is then located in its place wallboard, and has entrance and exit to be in communication with the outside, be respectively used to be in the milk and go out
Slurry；Between two neighboring wallboard, the dowel of previous wallboard and the sleeve of latter wallboard are correspondingly arranged, during construction, previous wallboard
The outer end of dowel be inserted into the sleeve of latter wallboard, slurries from the entrance of wallboard where sleeve into the sleeve, until from
Outlet on the wallboard is overflowed, that is, completes grouting, cures the construction for completing faced wall.
2. a kind of telescopic construction method of faced wall as described in claim 1, it is characterised in that：The reinforcing bar mechanism bag
Web and several floors are included, web is set along the length direction of wallboard, and floor is mounted on web unilateral side or both sides, and in wallboard
Connecting pin be also distributed.
3. a kind of telescopic construction method of faced wall as claimed in claim 2, it is characterised in that：The dowel inner end
It is fixed with web and/or floor, outer end protrusion is outside connecting pin, in insertion sleeve.
4. a kind of telescopic construction method of faced wall as claimed in claim 3, it is characterised in that：The dowel and abdomen
It is fixed between plate and/or floor with twin fillet wolt, leg intensity is not less than the tensile strength of connection reinforcing bar.
5. a kind of telescopic construction method of faced wall as described in claim 1, it is characterised in that：The sleeve is located at abdomen
At plate.
6. a kind of telescopic construction method of faced wall as claimed in claim 5, it is characterised in that：It is set in the sleeve
There is slot rolling.
7. a kind of telescopic construction method of faced wall as described in claim 1, it is characterised in that：The entrance and outlet
Place is both provided with guide wire.
8. a kind of telescopic construction method of faced wall as claimed in claim 7, it is characterised in that：Guide wire for arc and/
Or straight type structure.
9. such as a kind of telescopic construction method of faced wall of claim 1-8 any one of them, it is characterised in that：The set
Cylinder sets several groups, and corresponding entrance sets respective numbers with outlet, dowel.
10. such as a kind of telescopic construction method of faced wall of claim 1-8 any one of them, it is characterised in that：Described
Sleeve sets one, and entrance is provided with several with outlet, and dowel sets several.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711369982.1A CN108118799A (en) | 2017-12-19 | 2017-12-19 | A kind of telescopic construction method of faced wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711369982.1A CN108118799A (en) | 2017-12-19 | 2017-12-19 | A kind of telescopic construction method of faced wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108118799A true CN108118799A (en) | 2018-06-05 |
Family
ID=62230263
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711369982.1A Pending CN108118799A (en) | 2017-12-19 | 2017-12-19 | A kind of telescopic construction method of faced wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108118799A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109809770A (en) * | 2019-03-25 | 2019-05-28 | 南京天亚新材料有限公司 | A kind of grouting material formula and the wall construction method using the grouting material |
| CN112360143A (en) * | 2020-11-02 | 2021-02-12 | 郑州固德模板新材料科技有限公司 | Formwork construction system and installation method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20010038429A (en) * | 1999-10-25 | 2001-05-15 | 김헌출 | Wall construction method use of Bar connection sleeve |
| CN101831985A (en) * | 2010-06-04 | 2010-09-15 | 北京万科企业有限公司 | Precast concrete wallboard and preparation method thereof |
| CN205024882U (en) * | 2015-07-07 | 2016-02-10 | 华北理工大学 | Prefabricated assembled shaped steel concrete shear force wall |
| CN106592824A (en) * | 2016-12-27 | 2017-04-26 | 北京建筑大学 | Precast cavity type middle-thin wall concrete shear wall |
| CN206752751U (en) * | 2017-05-04 | 2017-12-15 | 浙江绿筑集成科技有限公司 | A kind of modified form shaped steel expansible steel reinforced concrete combination dry wall with ribbing |
-
2017
- 2017-12-19 CN CN201711369982.1A patent/CN108118799A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20010038429A (en) * | 1999-10-25 | 2001-05-15 | 김헌출 | Wall construction method use of Bar connection sleeve |
| CN101831985A (en) * | 2010-06-04 | 2010-09-15 | 北京万科企业有限公司 | Precast concrete wallboard and preparation method thereof |
| CN205024882U (en) * | 2015-07-07 | 2016-02-10 | 华北理工大学 | Prefabricated assembled shaped steel concrete shear force wall |
| CN106592824A (en) * | 2016-12-27 | 2017-04-26 | 北京建筑大学 | Precast cavity type middle-thin wall concrete shear wall |
| CN206752751U (en) * | 2017-05-04 | 2017-12-15 | 浙江绿筑集成科技有限公司 | A kind of modified form shaped steel expansible steel reinforced concrete combination dry wall with ribbing |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109809770A (en) * | 2019-03-25 | 2019-05-28 | 南京天亚新材料有限公司 | A kind of grouting material formula and the wall construction method using the grouting material |
| CN112360143A (en) * | 2020-11-02 | 2021-02-12 | 郑州固德模板新材料科技有限公司 | Formwork construction system and installation method thereof |
| CN112360143B (en) * | 2020-11-02 | 2021-06-25 | 郑州固德模板新材料科技有限公司 | Formwork construction system and installation method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108385876B (en) | Integral-casting and quick-building process for prefabricated assembly type shear wall | |
| CN107299683B (en) | Compound concrete-filled tubular column assembled docks node and connection method | |
| CN105317137A (en) | Prefabricated wall, prefabricated wallboard, construction method of prefabricated wall and production method of prefabricated wallboard | |
| CN109763424B (en) | Fully-precast concrete anti-collision guardrail and construction method | |
| CN206737417U (en) | A kind of PC prefabricated outer wall panels grouting typified form | |
| CN106400982A (en) | Stirrup-densified splicing joint for fabricated reinforced concrete columns | |
| CN107060396A (en) | A kind of fully-prefabricated assembled construction of transformer substation method and structure | |
| CN108118799A (en) | A kind of telescopic construction method of faced wall | |
| CN109676748A (en) | A kind of production method of the concrete prefabricated frame of distribution box | |
| CN110700873A (en) | Prefabricated rail top air duct for subway station and construction method thereof | |
| CN205224332U (en) | Prefabricated wall body and prefabricated wallboard | |
| CN205063961U (en) | Push pipe tube coupling structure | |
| CN104989422B (en) | A kind of tunnel is by half prefabricated short-term training construction of central division wall technique | |
| CN212926718U (en) | Prefabricated horizontal grouting sleeve connecting wall unit and wall | |
| CN107143057A (en) | A kind of building masonry structure and its construction method | |
| CN207761174U (en) | A kind of telescopic filling faced wall | |
| CN216893133U (en) | Prefabricated assembled reinforced concrete beam structure connected through sleeve | |
| CN207761096U (en) | A kind of faced wall turning connecting node | |
| CN214574603U (en) | 3D prints assembled box structure | |
| CN211922151U (en) | Connection structure of crashproof kerbstone and lane board in shield tunnel | |
| CN108166627A (en) | A kind of turning building method of faced wall | |
| CN115126158A (en) | Splicing structure and construction method of reinforced concrete prefabricated part | |
| CN211228618U (en) | Fixing device for underground structure rectangular section water stop belt | |
| CN207761064U (en) | A kind of assembled faced wall | |
| CN208280385U (en) | A kind of connecting structure of multifunctional light partition plate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |