CN208219933U - Assembled level splices frivolous template - Google Patents
Assembled level splices frivolous template Download PDFInfo
- Publication number
- CN208219933U CN208219933U CN201820655320.4U CN201820655320U CN208219933U CN 208219933 U CN208219933 U CN 208219933U CN 201820655320 U CN201820655320 U CN 201820655320U CN 208219933 U CN208219933 U CN 208219933U
- Authority
- CN
- China
- Prior art keywords
- template
- straight section
- horizontal straight
- assembled
- panels
- 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
- 230000002787 reinforcement Effects 0.000 claims abstract description 18
- 238000009415 formwork Methods 0.000 claims abstract description 7
- 239000000463 material Substances 0.000 claims description 16
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 3
- 229910052782 aluminium Inorganic materials 0.000 claims description 3
- 238000000465 moulding Methods 0.000 claims description 3
- 150000001336 alkenes Chemical class 0.000 claims 1
- 229920001596 poly (chlorostyrenes) Polymers 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 9
- 230000003014 reinforcing effect Effects 0.000 description 12
- 238000005266 casting Methods 0.000 description 3
- 239000004567 concrete Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 229920000915 polyvinyl chloride Polymers 0.000 description 2
- 239000004800 polyvinyl chloride Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a kind of assembled levels to splice frivolous template, belong to assembled architecture technical field of construction.Assembled level splices frivolous template, and it includes horizontal straight section template, corner segments template;It includes that the parallel lightweight thin panel of two panels and several drawknot bars are formed by connecting to horizontal straight section template, and drawknot bar is arranged among two panels lightweight thin panel, plays the role of connection reinforcement, horizontal straight section template upper and lower end parts are respectively equipped with male and female strip;It includes that the mutually perpendicular lightweight thin panel of two panels, two pieces of mutually perpendicular ribs thin plates are formed by connecting to corner segments template, and ribs thin plate is equipped with several holes, and corner formwork end is equipped with strip.The effectively save timber resources of the utility model energy, cost of labor cancel hoisting cost, shorten the construction period and improve building industrialization degree, the building assembly rate at the scene of improving.
Description
Technical field
The utility model relates to a kind of assembled levels to splice frivolous template, belong to assembled architecture technical field of construction.
Background technique
The common plank sheathing of Building Trade in China is there are timber usage amount is big at present, not environmentally the shortcomings that, template needs assembly
A large amount of manpowers are expended with disassembly, and material resources, building industrialization degree is low.And prefabricated components used in assembled architecture are usually certainly
Heavy very big, the wide very wide precast concrete in face, must be installed during the installation process with tower crane or lifting equipment, and right
Little in some construction areas, (such as villa) installs prefabricated structure using tower crane or lifting equipment for the building of layer Gao Bugao
There is no cost advantages for part.
Utility model content
In order to overcome drawbacks described above, the purpose of this utility model is to provide a kind of assembled levels to splice frivolous mould.Energy
Effectively save timber resources, cost of labor cancel hoisting cost, shorten the construction period and improve building industrialization degree, the scene of improving
Build assembly rate.
To achieve the goals above, the utility model adopts the following technical solution:
A kind of assembled level splices frivolous template, assembled level splice frivolous template it include horizontal straight section template,
Corner segments template;
It includes that the parallel lightweight thin panel of two panels and several drawknot bars are formed by connecting to horizontal straight section template, and drawknot bar is set
It sets among two panels lightweight thin panel, plays the role of connection reinforcement, horizontal straight section template upper and lower end parts are respectively equipped with male and female strip;
Corner segments template it include the mutually perpendicular lightweight thin panel of two panels, two pieces of mutually perpendicular ribs thin plates connections
It forms, ribs thin plate is equipped with several holes, and corner formwork end is equipped with strip.
Further, the material of the horizontal straight section template and corner segments template is light and thin type material.
Further, light and thin type material is polyvinyl chloride panel material or aluminum material.
Further, the panel surface of horizontal the straight section template and corner segments template are as follows: flat and smooth face, textured
One of rough surface or the plane with moulding.
Further, the void shape on the ribs thin plate is round, ellipse or polygon.
The hole being distributed on the corner formwork ribs thin plate, plays the role of the transverse steel of erecting structure, also can
The coagulation poured can be mutually communicated.
Further, its section shape of the drawknot bar of the horizontal straight section template is round, ellipse, cross or polygon
Shape.
The drawknot bar of the horizontal straight section template plays the role of the lateral force in the casting process of drawknot resistance concrete,
It avoids the swollen mould in concreting process from happening, can also play the role of the transverse steel of erecting structure.
The step of its construction method, is:
A. wall corner vertical reinforcement is first bound;
B. according to unwrapping wire position installing angle section template, when installation, corner segments template is entangled into wall corner from top to bottom
Locate vertical reinforcement to fall, it is fixed after being installed in place;
C. the horizontal straight section template for installing first layer, after horizontal straight section template is installed in place according to unwrapping wire position, end card
Into in the card slot of corner segments template;
D., first layer structure level reinforcing bar is installed, first layer structure level reinforcing bar is placed on to the drawknot bar of horizontal straight section template
On, mix up behind position with drawknot bar binding and fixing;
E. the horizontal straight section template and first layer structure level reinforcing bar of second, third layer are installed to by above-mentioned steps;
The structure vertical reinforcement of straight section wall, is inserted into the level being installed in place by the structure vertical reinforcement for F. installing straight section wall
In straight section template, and it is bound together with the first layer structure level reinforcing bar being installed in place;
G., four to six layers of horizontal straight section template and second segment structure level reinforcing bar be installed again, horizontal straight section template need to be from upper
Structure vertical reinforcement whereabouts is entangled under and, is installed in place rear horizontal straight section template end and is sticked into the card slot of corner segments template, and
The second segment structure level reinforcing bar of structure vertical reinforcement and layer 6 is bound;
H. remaining horizontal straight section template and third segment structure horizontal reinforcement are installed by G step;
I. from template upper opening into template casting concrete, vibrate, form wall.
The utility model has the beneficial effects that
1, formwork is exempted from the utility model realization, and demoulding exempts to paint;
2, the utility model greatly reduces cost of labor, shortens the duration;
3, the utility model saves the hoisting cost and transportation cost of prefabricated components;
4, the utility model can be effectively reduced the cost of building fabricated construction technology, improve building assembly rate;
5, the utility model realizes the factorial production, convenient and efficient, greatly shortens the time of architecture construction.
Detailed description of the invention
Fig. 1 is the utility model straight section template three-dimensional figure;
Fig. 2 is the utility model straight section template top view;
Fig. 3 is the utility model corner formwork three-dimensional figure;
Fig. 4 is the utility model corner segments template top view;
Fig. 5 is that the utility model actually uses assembling figure.
Specific embodiment
The utility model is described in detail with reference to the accompanying drawing:
1, a kind of assembled level splices frivolous template, it is characterised in that: assembled level splices frivolous template, and it includes
Horizontal straight section template 1, corner segments template 2;
It includes that the parallel lightweight thin panel 1.1 of two panels and several drawknot bars 1.2 are formed by connecting to horizontal straight section template 1,
Drawknot bar 1.2 is arranged among two panels lightweight thin panel 1.1, plays the role of connection reinforcement, horizontal 1 upper and lower side part of straight section template
It She You not male and female strip 1.3;
Corner segments template 2 it include two panels 2.1, two pieces of mutually perpendicular ribs thin plates of mutually perpendicular lightweight thin panel
2.2 are formed by connecting, and ribs thin plate 2.2 is equipped with several holes 2.4, and corner formwork end is equipped with strip 2.3.
The material of the horizontal straight section template 1 and corner segments template 2 is light and thin type material.
Light and thin type material is polyvinyl chloride panel material or aluminum material.
The panel surface of horizontal the straight section template 1 and corner segments template 2 are as follows: flat and smooth face, textured rough surface
Or one of plane with moulding.
2.4 shape of hole on the ribs thin plate 2.2 is round, ellipse or polygon.
Its section shape of the drawknot bar 1.2 of the horizontal straight section template is round, oval, cross or polygon.
The step of its construction method, is:
A. wall corner vertical reinforcement 3 is first bound;
B. according to unwrapping wire position installing angle section template 2, when installation, corner segments template 2 is entangled into wall from top to bottom and is turned
Vertical reinforcement 3 falls at angle, fixed after being installed in place;
C. the horizontal straight section template 1 for installing first layer, after horizontal straight section template 1 is installed in place according to unwrapping wire position, end
It sticks into the card slot 2.3 of corner segments template 2;
D., first layer structure level reinforcing bar 4 is installed, first layer structure level reinforcing bar 4 is placed on to the drawing of horizontal straight section template 1
Tie on bar 1.2, mix up behind position with 1.2 binding and fixing of drawknot bar;
E. the horizontal straight section template 1 and first layer structure level reinforcing bar 4 of second, third layer are installed to by above-mentioned steps;
The insertion of structure vertical reinforcement 3.1 of straight section wall has been installed in place by the structure vertical reinforcement 3.1 for F. installing straight section wall
Horizontal straight section template 1 in, and by its be installed in place first layer structure level reinforcing bar 4 binding together;
G., four to six layers of horizontal straight section template 1 and second segment structure level reinforcing bar 4.1, horizontal straight section template 1 are installed again
The whereabouts of structure vertical reinforcement 3.1 need to be entangled from top to down, be installed in place rear horizontal 1 end of straight section template and sticked into corner segments template 2
Card slot in 2.3, and structure vertical reinforcement 3.1 and the second segment structure level reinforcing bar 4.1 of layer 6 are bound;
H. remaining horizontal straight section template 1 and third segment structure horizontal reinforcement 4.2 are installed by G step;
I. from template upper opening into template casting concrete, vibrate, form wall.
Claims (6)
1. a kind of assembled level splices frivolous template, it is characterised in that: assembled level splices frivolous template, and it includes level
Straight section template (1), corner segments template (2);
Horizontal straight section template (1) it include the parallel lightweight thin panel (1.1) of two panels and several drawknot bars (1.2) connection and
At drawknot bar (1.2) setting is intermediate in two panels lightweight thin panel (1.1), plays the role of connection reinforcement, horizontal straight section template (1)
Upper and lower end parts are respectively equipped with male and female strip (1.3);
Corner segments template (2) it include the mutually perpendicular lightweight thin panel (2.1) of two panels, two pieces of mutually perpendicular ribs thin plates
(2.2) it is formed by connecting, ribs thin plate (2.2) is equipped with several holes (2.4), and corner formwork end is equipped with strip (2.3).
2. assembled level according to claim 1 splices frivolous template, it is characterised in that: the horizontal straight section template
(1) and the material of corner segments template (2) is light and thin type material.
3. assembled level according to claim 2 splices frivolous template, it is characterised in that: light and thin type material is polychlorostyrene second
Alkene plate material or aluminum material.
4. assembled level according to claim 1 splices frivolous template, it is characterised in that: the horizontal straight section template
(1) and the panel surface of corner segments template (2) are as follows: flat and smooth face, textured rough surface or the plane with moulding
One of.
5. assembled level according to claim 1 splices frivolous template, it is characterised in that: the ribs thin plate
(2.2) hole (2.4) shape on is round, ellipse or polygon.
6. assembled level according to claim 1 splices frivolous template, it is characterised in that: the horizontal straight section template
Its section shape of drawknot bar (1.2) is round, oval, cross or polygon.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820655320.4U CN208219933U (en) | 2018-05-04 | 2018-05-04 | Assembled level splices frivolous template |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820655320.4U CN208219933U (en) | 2018-05-04 | 2018-05-04 | Assembled level splices frivolous template |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208219933U true CN208219933U (en) | 2018-12-11 |
Family
ID=64510005
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820655320.4U Expired - Fee Related CN208219933U (en) | 2018-05-04 | 2018-05-04 | Assembled level splices frivolous template |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208219933U (en) |
-
2018
- 2018-05-04 CN CN201820655320.4U patent/CN208219933U/en not_active Expired - Fee Related
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN208072950U (en) | A kind of combination set shaped steel formwork | |
CN108374506A (en) | Assembled vertically splices frivolous template and its construction method | |
CN207700438U (en) | A kind of fabricated shear wall cross connected structure | |
CN107740522B (en) | Connecting structure of prefabricated regenerated block concrete slab and superposed beam and construction method thereof | |
CN101858119A (en) | Reinforced concrete hollow floor slab and construction method | |
CN110512785B (en) | Unidirectional superimposed sheet with no rib at end rabbet and formwork structure and construction method | |
CN108104284B (en) | Wallboard connecting structure of shear wall steel arm embedded floor slab and assembly method | |
CN112832368A (en) | Quick construction process for cantilever beam at ultrahigh position | |
CN101906875A (en) | Hollow slab template for buildings | |
CN210421568U (en) | Assembled beam and plate structure | |
CN208219933U (en) | Assembled level splices frivolous template | |
CN210713517U (en) | Assembled superposed beam structure | |
CN218668057U (en) | Integrated form mould shell superimposed shear wall | |
CN208347063U (en) | The prefabricated double board wall units of one kind, shear-wall element and assembly concrete shear wall | |
CN215471884U (en) | Cast concrete superimposed sheet preparation mould with location structure | |
CN201687199U (en) | Corridor gutter formed molding board | |
CN108360716A (en) | Assembled level splices frivolous template and its construction method | |
CN208329282U (en) | Assembled vertically splices frivolous template | |
CN208168059U (en) | Assembled straight section vertically splices frivolous template | |
CN210011144U (en) | Construction site fence prefabricated foundation | |
CN210086579U (en) | Prefabricated construction of assembled UHPC superimposed shear wall | |
CN211774533U (en) | Novel integral beam column of high-efficient installation node assembly | |
CN211113728U (en) | Assembled cantilever retaining wall | |
CN113323262A (en) | 3D printed prefabricated wall module, wall and construction method of wall | |
CN108374507A (en) | Assembled straight section vertically splices frivolous template |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181211 |