CN115387598A - Construction method of aluminum alloy template of high-rise building - Google Patents
Construction method of aluminum alloy template of high-rise building Download PDFInfo
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- CN115387598A CN115387598A CN202211015988.XA CN202211015988A CN115387598A CN 115387598 A CN115387598 A CN 115387598A CN 202211015988 A CN202211015988 A CN 202211015988A CN 115387598 A CN115387598 A CN 115387598A
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- aluminum alloy
- alloy plate
- connecting portion
- rise building
- plate body
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- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
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- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
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- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The application relates to the field of building construction, in particular to a construction method of an aluminum alloy template of a high-rise building, which comprises the following steps: cleaning the ground, measuring and marking; pricking a wall body reinforcement cage at an appointed position, and welding a positioning rib; fixedly connecting the high-rise building aluminum alloy template structure with the steel bars; and fixedly connecting the high building aluminum alloy template to the ground through the inclined supports. The method and the device have the effect of improving the construction efficiency of the user.
Description
Technical Field
The application relates to the field of building construction, in particular to a construction method of an aluminum alloy template of a high-rise building.
Background
The aluminum alloy template technology is widely applied to the field of buildings and is mainly used for high-rise residential building construction. When using aluminum alloy template to carry out the construction, the user encloses the reinforcing bar with aluminum alloy template for the steel reinforcement cage after with reinforcing bar fixed connection in wall structure ground and keeps off, then carries out concrete cement pouring to the steel reinforcement cage position, accomplishes the concrete and stereotypes, then dismantles the back with aluminum alloy plate, transmits aluminum alloy plate to the upper story from the reservation position of floor and continues the construction can. In view of the above-mentioned related art, the inventor found that a large amount of aluminum alloy plates are required in the construction work, and a user is required to lift the aluminum alloy plates one by one to the upper layer, which seriously affects the construction efficiency of the user.
Disclosure of Invention
In order to improve the construction efficiency of users, the application provides a construction method of an aluminum alloy template of a high-rise building.
The application provides a construction method of an aluminum alloy template of a high-rise building, which adopts the following technical scheme:
the high-rise building aluminum alloy formwork structure comprises a compensation plate and aluminum alloy plate groups, wherein the aluminum alloy plate groups are arranged on two sides of a reinforcement cage, and the compensation plate is used for connecting the aluminum alloy plate groups on the two sides of the reinforcement cage with each other.
Through adopting above-mentioned technical scheme for compensating plate and aluminum alloy plate group enclose the steel reinforcement cage and keep off, make the user can water the steel reinforcement cage, and the space shutoff between the connecting portion will a plurality of aluminum alloy plate bodies reduces the possibility that concrete grout flows out from between the aluminum alloy plate body.
Optionally, the aluminum alloy plate group includes a plurality of aluminum alloy plate bodies, two adjacent aluminum alloy plate bodies are connected in a sliding manner, and the two adjacent aluminum alloy plate bodies are detachably fixed.
Through adopting above-mentioned technical scheme, adjacent aluminum alloy plate body passes through the mutual sliding connection of slip subassembly, when needs enclose the fender construction to the steel reinforcement cage, slide a plurality of aluminum alloy plate body each other, it is fixed to the fender that encloses of steel reinforcement cage to realize, realize the construction purpose, after concrete cement waters, draw in the aluminum alloy plate body together, the user of being convenient for draws in the transportation in, need not the user and move to aluminum alloy plate piece, the user of being convenient for transports the upper story from the low floor after converging with aluminum alloy plate body, it moves to the upper story to need not the user to move scattered aluminum alloy plate piece, the user's of being convenient for is under construction, save the engineering time, user's efficiency of construction has been improved.
Optionally, the high-rise building aluminum alloy template structure comprises a sliding assembly, and two adjacent aluminum alloy plate bodies are connected with each other in a sliding mode through the sliding assembly.
Through adopting above-mentioned technical scheme, realized the mutual slip of aluminum alloy plate body.
Optionally, the high-rise building aluminum alloy template structure further comprises a connecting portion arranged on the aluminum alloy plate bodies, and the two adjacent aluminum alloy plate bodies are detachably fixed through the connecting portion.
Through adopting above-mentioned technical scheme, realized the relatively fixed of aluminum alloy plate body, reduce at the in-process of pouring concrete cement, adjacent aluminum alloy plate body relative slip's possibility reduces the possibility that concrete cement flows.
Optionally, the connecting portion includes a first connecting portion, a second connecting portion and a connecting bolt, the first connecting portion and the second connecting portion are respectively arranged on two sides of the aluminum alloy plate bodies, the first connecting portion and the second connecting portion on two adjacent aluminum alloy plate bodies are mutually abutted, and the connecting bolt penetrates through the first connecting portion and then is in threaded connection with the second connecting portion.
Through adopting above-mentioned technical scheme, after two adjacent aluminum alloy plate body slided, the mutual butt in two adjacent surface of connection on the two aluminum alloy plate body, connecting bolt pass connect behind one with the two threaded connection of being connected of butt for two aluminum alloy plate body reciprocal anchorages reduce at the in-process of pouring concrete cement, and adjacent aluminum alloy plate body relative slip's possibility reduces the possibility that concrete cement flows.
Optionally, the two connecting parts are plate-shaped, the two connecting parts extend along the length direction of the aluminum alloy plate body, the thickness of the two connecting parts is smaller than that of the aluminum alloy plate body, and the surface of one side, facing the reinforcement cage, of the two connecting parts and the surface of one side, facing the reinforcement cage, of the aluminum alloy plate body are located on the same plane.
Through adopting above-mentioned technical scheme, aluminium alloy plate body interconnect finishes the back, and one side surface towards the steel reinforcement cage is located same plane for the surface is levelly and smoothly after the concrete cement pouring solidifies.
Optionally, the sliding assembly comprises a moving guide rail fixedly connected to the surface of the aluminum alloy plate body and a connecting piece connected to the moving guide rail, one end of the connecting piece is slidably connected to the inside of the moving guide rail on one aluminum alloy plate body, and one end of the connecting piece is hinged to one connecting part on the adjacent aluminum alloy plate body.
Through adopting above-mentioned technical scheme, realize the relative slip of two aluminum alloy plate bodies.
Optionally, the connecting piece includes a moving wheel connected inside the moving guide rail in a rolling manner, a connecting cloth hinged to a rotating shaft of the moving wheel, and a connecting rod hinged to the other end of the connecting cloth, and two ends of the connecting rod are rotatably connected to the surface of the connecting part.
Through adopting above-mentioned technical scheme, when removing the wheel and when removing the inside removal of guide rail for the relative distance between removal wheel and the connecting rod changes, and the angle that connects cloth collapsible, connection cloth and removal wheel changes and the angle of connecting cloth and connecting rod changes, realizes removing the position change of wheel.
Optionally, the high-rise building aluminum alloy template structure further comprises a storage bolt, a plurality of connecting holes are formed in the surface of the aluminum alloy plate body, and the storage bolt penetrates through the connecting holes to connect the aluminum alloy plate bodies.
Through adopting above-mentioned technical scheme, after the user waters and draws in a plurality of aluminum alloy plate body of an aluminum alloy plate group together, then will accomodate the bolt and pass a plurality of aluminum alloy plate body to use the nut to fix, reduce the mutual gliding possibility of a plurality of aluminum alloy plate body at transport aluminum alloy plate group in-process, improve the security and the efficiency of construction.
In summary, the present application includes at least one of the following beneficial technical effects:
1. through setting up the mutual slip that adjacent aluminum alloy plate body was realized to the sliding assembly in this application embodiment, the realization is fixed to enclosing of steel reinforcement cage and is kept in the transportation in, and the user of being convenient for draws in, has improved user's efficiency of construction.
Drawings
FIG. 1 is a schematic structural diagram of an aluminum alloy formwork structure of a high-rise building in an embodiment of the application;
fig. 2 is a schematic structural view of an aluminum alloy plate body;
FIG. 3 is an enlarged view of a portion of FIG. 2 at A;
fig. 4 is a schematic view of the structure of the connector.
Description of the reference numerals: 1. an aluminum alloy plate group; 11. an aluminum alloy plate body; 111. connecting holes; 2. a compensation plate; 3. a sliding assembly; 31. a moving guide rail; 32. a connecting member; 321. a moving wheel; 322. connecting cloth; 323. a connecting rod; 4. a connecting portion; 41. connecting the first part; 42. a second connection part; 43. a connecting bolt; 5. the bolt is received.
Detailed Description
The present application is described in further detail below with reference to figures 1-4.
The embodiment of the application discloses a construction method of an aluminum alloy template of a high-rise building.
A construction method of an aluminum alloy template of a high-rise building comprises the following steps:
s1, cleaning the ground, measuring and marking, and positioning the position of a reinforcement cage;
s2, pricking a wall reinforcement cage at a designated position, and welding a positioning rib;
s3, fixing high-rise building aluminum alloy template structures on two sides of the reinforcement cage;
and S4, fixedly connecting the high building aluminum alloy template to the ground through the inclined supports.
Referring to fig. 1, the aluminum alloy formwork structure of the high-rise building includes a compensation plate 2, aluminum alloy plate groups 1, sliding assemblies 3, and connecting portions 4 connected to the aluminum alloy plate groups 1, the aluminum alloy plate groups 1 include a plurality of aluminum alloy plate bodies 11, the aluminum alloy plate groups 1 are disposed on both sides of a reinforcement cage, the aluminum alloy plate groups 11 cover both sides of the reinforcement cage, the two aluminum alloy plate groups 1 on both sides of the reinforcement cage are connected through the compensation plate 2, the compensation plate 2 and the aluminum alloy plate groups 1 surround the reinforcement cage, a user can pour the reinforcement cage, the connecting portions 4 seal gaps between the aluminum alloy plate bodies 11, reduce the possibility that concrete grout flows out from among the aluminum alloy plate bodies 11, adjacent aluminum alloy plate bodies 11 are slidably connected with each other through the sliding assemblies 3, when the reinforcement cage needs to be surrounded and blocked, the aluminum alloy plate bodies 11 slide with each other, the purpose of surrounding and fixing of the reinforcement cage is achieved, after concrete grout is poured and poured, the aluminum alloy plate bodies 11 are convenient for the user to fold and transport, the aluminum alloy plate bodies are not needed to be moved to a layer after the aluminum alloy plate bodies are converged, the user does not need to transport one layer, and the construction efficiency of the user is improved.
Further, adjacent aluminum alloy plate body 11 passes through 4 interconnect of connecting portion, can dismantle fixedly each other, to the shutoff between the aluminum alloy plate body 11, reduces the possibility that concrete grout flows out between the aluminum alloy plate body 11 for concrete grout can fully cover the steel reinforcement cage, improves the firm degree of building.
Referring to fig. 2-3, the connecting portion 4 includes a first connecting portion 41, a second connecting portion 42 and a connecting bolt 43, the first connecting portion 41 and the second connecting portion 42 are respectively disposed on two sides of the aluminum alloy plate 11, the first connecting portion 41 and the second connecting portion 42 are both plate-shaped, the first connecting portion 41 and the second connecting portion 42 both extend along the length direction of the aluminum alloy plate 11, the thicknesses of the first connecting portion 41 and the second connecting portion 42 are smaller than the thickness of the aluminum alloy plate 11, one side surface of the second connecting portion 42 facing the reinforcement cage and one side surface of the aluminum alloy plate 11 facing the reinforcement cage are located on the same plane, one side surface of the first connecting portion 41 facing the reinforcement cage and one side surface of the second connecting portion 42 facing away from the reinforcement cage are located on the same plane, after the two adjacent aluminum alloy plates 11 slide, the surfaces of the first connecting portion 41 and the second connecting portion 42 on the two adjacent aluminum alloy plates 11 abut against each other, the connecting bolt 43 penetrates through the first connecting portion 41 and is in threaded connection with the second connecting portion 42, so that the two aluminum alloy plates 11 abut against each other and are fixed, and the possibility of concrete outflow possibility is reduced in the process of pouring of the adjacent aluminum alloy plates 11.
Further, connect two portion 42 and one side surface of steel reinforcement cage of orientation of aluminum alloy plate body 11 and be located the coplanar for the back is accomplished in the interconnect of aluminum alloy plate body 11, and one side surface of orientation of steel reinforcement cage is located the coplanar, makes the concrete cement water the solidification back surface level.
Referring to fig. 2-4, the sliding assembly 3 includes a moving guide rail 31 fixedly connected to the surface of the aluminum alloy plate 11 and a connecting member 32 connected to the moving guide rail 31, one end of the moving guide rail 31 is located at a position where the one portion 41 is connected, the moving guide rail 31 penetrates through the whole aluminum alloy plate 11, so that the relative sliding of the two aluminum alloy plates 11 is more stable, the other end of the moving guide rail 31 is located at a position where the two portions 42 are connected, one end of the connecting member 32 is slidably connected to the inside of the moving guide rail 31 on one aluminum alloy plate 11, and one end of the connecting member 32 is hinged to the one portion 41 connected to the adjacent aluminum alloy plate 11, so as to realize the relative sliding of the two aluminum alloy plates 11.
Further, the connecting member 32 includes a moving wheel 321 connected to the inside of the moving rail 31 in a rolling manner, a connecting cloth 322 hinged to a rotating shaft of the moving wheel 321, and a connecting rod 323 hinged to the other end of the connecting cloth 322, both ends of the connecting rod 323 are rotatably connected to the surface of the connecting portion 41, and the connecting cloth 322 is made of a flexible material.
Referring to fig. 1 and 2, the aluminum alloy formwork structure for the high-rise building further comprises storage bolts 5, a plurality of connecting holes 111 are formed in the surfaces of the aluminum alloy plate bodies 11, after a user waters, the aluminum alloy plate bodies 11 of one aluminum alloy plate group 1 are folded together, then the storage bolts 5 penetrate through the aluminum alloy plate bodies 11 and are fixed through nuts, the possibility that the aluminum alloy plate bodies 11 slide mutually in the process of carrying the aluminum alloy plate group 1 is reduced, and the construction safety and efficiency are improved.
Further, the user will accomodate bolt 5 and pass in the middle of the aluminum alloy plate body 11 that is located the steel reinforcement cage both sides after fixing aluminum alloy plate body 11 on the steel reinforcement cage, fix aluminum alloy plate body 11, improved aluminum alloy plate body 11's installation stability, when demolising aluminum alloy plate body 11, accomodate bolt 5 and stay in the concrete, consolidate the concrete, improve the firm degree of building.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (10)
1. A construction method of an aluminum alloy template of a high-rise building is characterized by comprising the following steps: the method comprises the following steps:
cleaning the ground, measuring and marking;
pricking a wall body reinforcement cage at an appointed position, and welding a positioning rib;
fixedly connecting the high-rise building aluminum alloy template structure with the steel bars;
and fixedly connecting the high building aluminum alloy template to the ground through the inclined supports.
2. The construction method of the aluminum alloy template of the high-rise building according to claim 1, characterized in that: the high-rise building aluminum alloy template structure comprises a compensation plate (2) and aluminum alloy plate groups (1), wherein the aluminum alloy plate groups (1) are arranged on two sides of the reinforcement cage, and the compensation plate (2) is used for connecting the aluminum alloy plate groups (1) on two sides of the reinforcement cage with each other.
3. The aluminum alloy formwork construction method for high-rise buildings according to claim 2, characterized in that: the aluminum alloy plate set (1) comprises a plurality of aluminum alloy plate bodies (11), two adjacent aluminum alloy plate bodies (11) are in sliding connection with each other, and the two adjacent aluminum alloy plate bodies (11) can be detachably fixed.
4. The aluminum alloy formwork construction method for high-rise buildings according to claim 3, characterized in that: the high-rise building aluminum alloy template structure comprises sliding assemblies (3), and two adjacent aluminum alloy plate bodies (11) are connected in a sliding mode through the sliding assemblies (3).
5. The method for constructing an aluminum alloy formwork for a high-rise building according to claim 4, wherein: the high-rise building aluminum alloy template structure further comprises a connecting portion (4) arranged on the aluminum alloy plate bodies (11), and the two adjacent aluminum alloy plate bodies are detachably connected through the connecting portion (4).
6. The method for constructing an aluminum alloy formwork for a high-rise building according to claim 5, wherein: the connecting portion (4) comprises a first connecting portion (41), a second connecting portion (42) and connecting bolts (43), the first connecting portion (41) and the second connecting portion (42) are arranged on two sides of the aluminum alloy plate body (11) respectively, the first connecting portion (41) and the second connecting portion (42) on the two adjacent aluminum alloy plate bodies (11) are abutted to each other, and the connecting bolts (43) penetrate through the first connecting portion (41) and then are in threaded connection with the second connecting portion (42) which is abutted to the first connecting portion (41).
7. The aluminum alloy formwork construction method for high-rise buildings according to claim 6, characterized in that: two portions of connecting (42) are the slabby, connect two portions (42) and extend along the length direction of aluminum alloy plate body (11), and the thickness of connecting two portions (42) is less than the thickness of aluminum alloy plate body (11), and one side surface of connecting two portions (42) towards the steel reinforcement cage and one side surface of aluminum alloy plate body (11) towards the steel reinforcement cage lie in the coplanar.
8. The method for constructing an aluminum alloy formwork for a high-rise building according to claim 7, wherein: the sliding assembly (3) comprises a moving guide rail (31) fixedly connected to the surface of the aluminum alloy plate body (11) and a connecting piece (32) connected to the moving guide rail (31), one end of the connecting piece (32) is connected to the inside of the moving guide rail (31) on one aluminum alloy plate body (11) in a sliding mode, and one end of the connecting piece (32) is hinged to one connecting portion (41) on the adjacent aluminum alloy plate body (11).
9. The aluminum alloy formwork construction method for high-rise buildings according to claim 8, characterized in that: the connecting piece (32) comprises a moving wheel (321) which is connected with the inner part of the moving guide rail (31) in a rolling way, a connecting cloth (322) which is hinged with a rotating shaft of the moving wheel (321) and a connecting rod (323) which is hinged with the other end of the connecting cloth (322), and two ends of the connecting rod (323) are rotatably connected with the surface of the connecting part (41).
10. The aluminum alloy formwork construction method for high-rise buildings according to claim 9, characterized in that: the high-rise building aluminum alloy template structure further comprises a storage bolt (5), a plurality of connecting holes (111) are formed in the surface of the aluminum alloy plate body (11), and the storage bolt (5) penetrates through the connecting holes (111) to connect the aluminum alloy plate bodies (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211015988.XA CN115387598A (en) | 2022-08-24 | 2022-08-24 | Construction method of aluminum alloy template of high-rise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211015988.XA CN115387598A (en) | 2022-08-24 | 2022-08-24 | Construction method of aluminum alloy template of high-rise building |
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| Publication Number | Publication Date |
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| CN115387598A true CN115387598A (en) | 2022-11-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202211015988.XA Pending CN115387598A (en) | 2022-08-24 | 2022-08-24 | Construction method of aluminum alloy template of high-rise building |
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Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200291526Y1 (en) * | 2002-07-22 | 2002-10-11 | 주식회사 청호 | The panel for concrete form |
| CN207228613U (en) * | 2017-09-10 | 2018-04-13 | 吴建国 | A kind of building engineering construction formwork for placing device |
| CN114215228A (en) * | 2021-12-22 | 2022-03-22 | 福建九鼎建设集团有限公司 | Seamless installation and construction process for fair-faced concrete |
-
2022
- 2022-08-24 CN CN202211015988.XA patent/CN115387598A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200291526Y1 (en) * | 2002-07-22 | 2002-10-11 | 주식회사 청호 | The panel for concrete form |
| CN207228613U (en) * | 2017-09-10 | 2018-04-13 | 吴建国 | A kind of building engineering construction formwork for placing device |
| CN114215228A (en) * | 2021-12-22 | 2022-03-22 | 福建九鼎建设集团有限公司 | Seamless installation and construction process for fair-faced concrete |
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