CN221073108U - Assembled integral partition plate and aluminum template connection structure - Google Patents
Assembled integral partition plate and aluminum template connection structure Download PDFInfo
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- CN221073108U CN221073108U CN202322390421.7U CN202322390421U CN221073108U CN 221073108 U CN221073108 U CN 221073108U CN 202322390421 U CN202322390421 U CN 202322390421U CN 221073108 U CN221073108 U CN 221073108U
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- assembled integral
- integral partition
- partition plate
- cast
- shear wall
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- 238000005192 partition Methods 0.000 title claims abstract description 169
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 title claims abstract description 80
- 229910052782 aluminium Inorganic materials 0.000 title claims abstract description 80
- 238000011065 in-situ storage Methods 0.000 claims abstract description 56
- 238000009434 installation Methods 0.000 claims abstract description 20
- AZDRQVAHHNSJOQ-UHFFFAOYSA-N alumane Chemical group [AlH3] AZDRQVAHHNSJOQ-UHFFFAOYSA-N 0.000 claims 7
- 238000010276 construction Methods 0.000 abstract description 5
- 238000009435 building construction Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
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Abstract
The utility model discloses a connection structure of an assembled integral partition plate and an aluminum template, wherein two side surfaces of the assembled integral partition plate are respectively provided with an aluminum template, and the aluminum templates are fixedly arranged on the assembled integral partition plate through a mounting assembly; the aluminum template forms a cast-in-situ area between the part extending out from the side surface of the assembled integral partition board and the assembled integral partition board, and the cast-in-situ area is a shear wall area or a cast-in-situ beam area; a plurality of supporting beams are fixedly arranged between two adjacent assembled integral partition boards, the supporting beams are abutted against the side surfaces of the assembled integral partition boards and are mutually perpendicular to the assembled integral partition boards, a plurality of precast slabs are arranged on the supporting beams, and a cast-in-situ slab region is formed between the cast-in-situ beams and the precast slabs. The utility model has the advantages that different types of building patterns can be formed by assembling the installation component and the assembled integral partition board, the connection is simple, reliable and convenient to construct, and the project construction quality can be ensured.
Description
Technical Field
The utility model relates to the technical field of buildings, in particular to a connecting structure of an assembled integral partition board and an aluminum template.
Background
When the assembled integral partition plate is adopted as the inner partition wall filling wall body and the installation assembly is adopted as the project, the installation assembly needs to be correspondingly adjusted due to the adoption of the assembled integral partition plate, so that how to ensure that the aluminum templates such as the shear wall area, the cast-in-situ beam area, the cast-in-situ plate area and the like are integrally connected and fixed with the assembled integral partition plate system, namely, the connection is simple, convenient, reliable and convenient to construct, and the project construction quality can be ensured, thereby becoming a more important research topic.
The traditional installation to whole assembly type whole partition plate, installation component will assemble the whole partition plate of assembly type and can only form single building construction style, when the assembly forms other building styles, installation component can not be general, need to improve this.
Disclosure of utility model
Aiming at the defects of the prior art, the utility model aims to provide a connecting structure of an assembled integral partition board and a mounting assembly, which can form various building construction styles.
The utility model provides a connection structure of an assembled integral partition plate and an aluminum template, wherein two side surfaces of the assembled integral partition plate are respectively provided with an aluminum template, and the aluminum templates are fixedly arranged on the assembled integral partition plate through a mounting assembly; the aluminum templates extend out from the side surfaces of the assembled integral partition boards, a cast-in-situ area is formed between the extended parts and the assembled integral partition boards, and the cast-in-situ area is a shear wall area or a cast-in-situ beam area; the shear wall area is poured with a first concrete layer to form a shear wall, and the cast-in-place beam area is poured with a second concrete layer to form a cast-in-place beam;
A plurality of support beams are fixedly arranged between two adjacent assembled integral partition boards, the support beams are abutted against the side surfaces of the assembled integral partition boards and are mutually perpendicular to the assembled integral partition boards, a plurality of precast slabs are arranged on the support beams, and a cast-in-situ slab region is formed between the cast-in-situ beams and the precast slabs; and pouring a third concrete layer in the cast-in-situ slab region to form the cast-in-situ slab.
Preferably, the installation component includes a plurality of dead levers and a plurality of to drawing screw rod, the dead lever sets up a plurality of aluminum mould board and the relative one side of assembled whole partition plate, the surface of assembled whole partition plate and aluminum mould board has all been seted up and has been supplied to drawing the hole that the screw rod passed, after drawing the screw rod to passing in the hole to drawing and lock mutually fixedly with the dead lever to drawing.
Preferably, the width dimension of the assembled integral partition plate is a, the shear wall area comprises a wide shear wall area and a narrow shear wall area, the width dimension of the narrow shear wall area is B, and a=b is satisfied, and after a plurality of aluminum templates are abutted against two sides of the assembled integral partition plate and fixed through opposite-pulling screws, a plurality of narrow shear wall areas are formed between the aluminum templates.
Preferably, the width dimension of the wide shear wall area is C, and C > A is satisfied, a plurality of aluminum templates are propped against two sides of the assembled integral partition plate and fixed through opposite-pull screws, and a female angle plate is fixedly arranged between one side of the aluminum templates, which is close to the assembled integral partition plate, and the assembled integral partition plate.
Preferably, one ends of the two assembled integral partition boards are close to each other and perpendicular to each other, the shear wall area is arranged between the two assembled integral partition boards, and the shear wall area and the assembled integral partition boards are in an L-shaped connection scheme.
Preferably, the installation component further comprises a first limiting angle code and a second limiting angle code, the first limiting angle code and the second limiting angle code are L-shaped, two sides of the first limiting angle code are respectively propped against the two assembled integral partition boards, and two sides of the second limiting angle code are respectively propped against the assembled integral partition boards and the shear wall area.
Preferably, one end of the assembled integral partition plate is mutually abutted with the shear wall area, the assembled integral partition plate and the shear wall area are in a T-shaped connection scheme, the mounting assembly further comprises a plurality of third limiting angle codes, the third limiting angle codes are also in an L shape, and two sides of the third limiting angle codes are respectively abutted with the shear wall area and the assembled integral partition plate.
Preferably, the cast-in-situ beam region further comprises a cast-in-situ narrow beam region and a cast-in-situ wide beam region, wherein after the two aluminum templates are propped against two sides of the assembled integral partition plate and fixed through opposite-pull screws, the cast-in-situ narrow beam region is formed between the two aluminum templates; and a female angle plate is arranged between the bottom end of one aluminum template and the assembled integral partition plate, and a cast-in-situ wide beam area is formed between the female angle plate and the two aluminum templates.
From the above description of the utility model, the utility model has the following advantages:
1. Through the assembly of the installation component and the assembled integral partition board, different types of building patterns can be formed, the connection is simple, convenient, reliable and convenient to construct, and project construction quality can be guaranteed.
2. The aluminum templates and the assembled integral partition boards are mutually installed and fixed through the plurality of pairs of pull screws, so that the aluminum templates are not only fixed firmly, but also have the advantage of convenience in disassembly.
3. The first limiting angle code is arranged between the two mutually perpendicular assembled integral partition boards, and the second limiting angle code is arranged between the assembled integral partition boards and the shear wall area, so that the mounting accuracy is higher when the L-shaped connection scheme is formed between the two assembled integral partition boards and the shear wall area.
Drawings
FIG. 1 is a top view of an embodiment narrow shear wall region;
FIG. 2 is a top view of a first concrete layer of the embodiment;
FIG. 3 is a front view of an embodiment fabricated integral partition panel and retaining bar;
FIG. 4 is a schematic view of the construction of an example fabricated integral partition panel;
FIG. 5 is a top view of an embodiment fabricated integral partition panel and shear wall L-connection scheme;
FIG. 6 is a top view of an embodiment fabricated integral partition panel and shear wall T-connection scheme;
FIG. 7 is a top view of an embodiment wide shear wall region;
FIG. 8 is a top view of an embodiment cast-in-place narrow beam region;
FIG. 9 is a schematic view of the structure of an embodiment cast-in-situ narrow beam region;
FIG. 10 is a schematic view showing the structure of a second concrete layer in a cast-in-place narrow beam region according to the embodiment;
FIG. 11 is a top view of an embodiment cast-in-place wide beam region;
FIG. 12 is a schematic view of the structure of an embodiment cast-in-situ wide beam region;
FIG. 13 is a schematic view showing the structure of a second concrete layer of the embodiment cast-in-place width Liang Ouna;
FIG. 14 is a top view of an embodiment cast in place slab region;
FIG. 15 is a schematic view of the construction of an embodiment cast-in-place slab region;
Fig. 16 is a schematic structural view of a third concrete layer of the embodiment.
Reference numerals: 1. assembled integral partition boards; 11. a counter pulling hole; 2. a mounting assembly; 21. an aluminum template; 22. a fixed rod; 23. a counter-pulling screw; 24. a female angle plate; 25. a first limit angle code; 26. a second limit angle code; 27. a third limit angle code; 28. a support beam; 29. a prefabricated plate; 3. a cast-in-place area; 31. a shear wall region; 311. a wide shear wall area; 312. a narrow shear wall region; 313. a first concrete layer; 32. a cast-in-situ beam region; 321. cast-in-situ narrow beam region; 322. cast-in-situ wide beam region; 323. a second concrete layer; 33. a cast-in-place slab region; 331. and a third concrete layer.
Detailed Description
In order to make the technical problems, technical schemes and beneficial effects to be solved more clear and obvious, the utility model is further described in detail below with reference to fig. 1-16 and the embodiments. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the utility model.
Referring to fig. 1-4, a connection structure of an assembled integral partition board and an aluminum template comprises an assembled integral partition board 1, an installation component 2 and a plurality of aluminum templates 21, wherein the aluminum templates 21 are attached to two side surfaces of the assembled integral partition board 1, the aluminum templates 21 are fixed with the assembled integral partition board 1 through the installation component 2, one sides of the aluminum templates 21 extend from the surface of the assembled integral partition board 1, and a cast-in-place area 3 is formed between parts of the aluminum templates 21 extending from one side of the assembled integral partition board 1. When a plurality of aluminum templates 21 extend from the side ends of the surface of the assembled integral partition plate 1, a cast-in-place area 3 formed between the extending parts of the aluminum templates 21 from one side of the assembled integral partition plate 1 is a shear wall area 31, and a first concrete layer 313 is poured in the shear wall area 31 to form a shear wall. The cast-in-situ area 3 formed between the extending parts of the aluminum templates 21 from the top ends of the assembled integral partition boards 1 is a cast-in-situ beam area 32, and a second concrete layer 323 is poured in the cast-in-situ beam area 32 to form a cast-in-situ beam. The installation component 2 comprises a plurality of fixing rods 22, a plurality of opposite-pulling screw rods 23, a plurality of female angle plates 24, a plurality of first limiting angle codes 25, a plurality of second limiting angle codes 26 and a plurality of third limiting angle codes 27, and opposite-pulling holes 11 matched with the opposite-pulling screw rods 23 are formed in the surfaces of the assembled integral partition plate 1 and the aluminum template 21.
Referring to fig. 5, one ends of the two assembled integral partition boards 1 are mutually close to each other and kept perpendicular to each other, so that one end angles of the two assembled integral partition boards 1 are mutually abutted, and a first limiting angle code 25 in an L shape is arranged on the inner side of the two assembled integral partition boards 1, which is enclosed by the two assembled integral partition boards 1, so that two sides of the first limiting angle code 25 are respectively abutted with the two assembled integral partition boards 1, and the first limiting angle code 25 is respectively fixedly connected with the two assembled integral partition boards 1 through a counter screw 23. Two aluminum templates 21 are arranged along the length direction of one assembled integral partition plate 1, the side edge of one aluminum template 21 is propped against the end part of the assembled integral partition plate 1, and an L-shaped second limiting angle code 26 is arranged between the aluminum template 21 and the assembled integral partition plate 1, so that two sides of the second limiting angle code 26 are propped against the assembled integral partition plate 1 and the aluminum template 21 respectively, and the second limiting angle code 26 is fixedly connected with the assembled integral partition plate 1 through a counter-pulling screw 23. The other aluminum mould plate 21 is abutted against the end part of the assembled integral partition plate 1 which is positioned on the same straight line and is flush with the outer side surface of the assembled integral partition plate 1, so that a shear wall area 31 is formed between the two aluminum mould plates 21, and the shear wall area 31 and the two assembled integral partition plates 1 mutually form an L-shaped connection scheme. The first positioning angle 25 is set to position the two assembled integral partition boards 1, and the second positioning angle 26 is set to position the assembled integral partition boards 1 and the shear wall area 31, so that the shear wall area 31 and the two assembled integral partition boards 1 are firmly connected and installed, and the installation accuracy is higher.
Referring to fig. 6, one end of an assembled integral partition plate 1 is abutted against a shear wall area 31, an L-shaped third limiting angle code 27 is arranged between the assembled integral partition plate 1 and the shear wall area 31, and two sides of the third limiting angle code 27 are respectively abutted against the side edge of the assembled integral partition plate 1 and the side edge of the shear wall area 31, so that the assembled integral partition plate 1 and the shear wall area 31 are mutually perpendicular, and a T-shaped connection scheme is formed between the assembled integral partition plate 1 and the shear wall area 31. The assembled integral partition plate 1 is firmly installed through the opposite-pulling screw 23, and the third limiting angle code 27 plays a role in positioning the installation between the assembled integral partition plate 1 and the shear wall area 31, so that the installation between the assembled integral partition plate 1 and the shear wall area 31 is stable, and the assembled integral partition plate 1 and the shear wall area 31 have higher installation accuracy.
Referring to fig. 2 and 7, the shear wall region 31 again includes a wide shear wall region 311 and a narrow shear wall region 312, wherein the fabricated integral partition plate 1 has a width dimension a, the narrow shear wall region 312 has a width dimension B, and the wide shear wall region 311 has a width dimension C. The width dimension B of the narrow shear wall area 312 is equal to the width dimension of the fabricated integral partition board 1, when the fabricated integral partition board 1 and the narrow shear wall area 312 are assembled and installed, the two sides of the fabricated integral partition board 1 are abutted against the fixing rods 22, the fixing rods 22 extend to the two sides of the narrow shear wall, and the fixing plates and the fabricated integral partition board 1 are firmly installed through the opposite-pull screws 23, so that the fabricated integral partition board 1 and the narrow shear wall area 312 are in the same straight line. The width dimension C of the wide shear wall area 311 is larger than the width dimension a of the assembled integral partition plate 1, the two aluminum templates 21 are respectively fixed, the two fixing rods 22 are respectively abutted against one side surface of the two aluminum templates 21, the two fixing rods 22 are fixedly installed with the assembled integral partition plate 1 through the opposite-pull screw rods 23, the female angle plate 24 is arranged between the wide shear wall area 311 and the assembled integral partition plate 1, and the female angle plate 24 and the two aluminum templates 21 form the wide shear wall area 311 mutually.
Referring to fig. 8-13, the cast-in-situ beam region 32 further includes a cast-in-situ narrow beam region 321 and a cast-in-situ wide beam region 322, wherein the width dimension of the cast-in-situ narrow beam region 321 is equal to the width dimension of the assembled integral partition board 1, the width dimension of the cast-in-situ wide beam region 322 is larger than the width dimension of the assembled integral partition board 1, one sides of the two aluminum templates 21 are respectively abutted against one side of the assembled integral partition board 1, and the two aluminum templates 21 and the assembled integral partition board 1 are fixedly installed through the opposite-pull screw 23, so that the cast-in-situ narrow beam region 321 is formed between the extending parts of the two aluminum templates 21 from the assembled integral partition board 1. The side edge of the assembled integral partition plate 1, which is close to one end of the cast-in-situ wide beam area 322, is provided with a female angle plate 24, the side opposite to the female angle plate 24 and the assembled integral partition plate 1 is provided with aluminum templates 21, the two aluminum templates 21, the female angle plate 24 and the assembled integral partition plate 1 are fixedly installed through opposite-pull screws 23, and the cast-in-situ wide beam area 322 is formed between the extending parts of the two aluminum templates 21 from the assembled integral partition plate 1.
Referring to fig. 14, 15 and 16, the installation assembly 2 further includes a plurality of support beams 28 and a plurality of precast slabs 29, the plurality of aluminum templates 21 are fixed on the assembled integral partition plate 1 by locking through the opposite-pull screws 23, both ends of the plurality of support beams 28 are respectively fixed with the sides of the two aluminum templates 21, so that the plurality of support beams 28 span between the two aluminum templates 21, and the plurality of precast slabs 29 are fixedly arranged above the plurality of support beams 28, so that a cast-in-place slab region 33 is formed between the plurality of precast slabs 29 and the plurality of aluminum templates 21, and a third concrete layer 331 is poured in the cast-in-place slab region 33 to form a cast-in-place slab. In the assembled integral partition plate 1 and the installation assembly 2, the shear wall area 31, the cast-in-situ beam area 32, the cast-in-situ plate area 33 and other different cast-in-situ areas 3 are formed through different assembly modes, the fixing rod 22 is abutted against the outer side of the aluminum template 21 and fixed in a locking mode of the pull screw 23, so that the assembly type integral partition plate is firm in fixation and convenient to detach.
The specific implementation principle of the embodiment of the application is as follows: when an L-shaped connection scheme is needed to be formed between the two assembled integral partition boards 1 and the shear wall area, the end points of one end of the two shear walls are abutted against each other, one side of the two shear walls is abutted against two sides of the L-shaped first limiting angle code 25, the first limiting angle code 25 is locked and fixed with the two shear walls respectively through the opposite-pull screw rods 23, the shear wall area and one assembled integral partition board 1 are in the same straight line, the L-shaped second limiting angle code 26 is arranged between the shear wall area and the other assembled integral partition board 1, and two sides of the second limiting angle code 26 are abutted against the shear wall area and the assembled integral partition board 1 respectively, so that the L-shaped connection scheme is formed between the two assembled integral partition boards 1 and the shear wall area.
When the assembled integral partition plate 1 and the mounting assembly 2 are formed into the narrow shear wall area 312 with the width dimension equal to that of the assembled integral partition plate 1, one ends of the two aluminum templates 21 are propped against one ends of the assembled integral partition plate 1, fixing rods 22 are arranged on two sides of the assembled integral partition plate 1, the fixing rods 22 are fixedly connected with the assembled integral partition plate 1 in a locking mode of the opposite-pull screw rods 23, and the two fixing rods 22 extend to the outlet from one ends of the assembled integral partition plate 1 respectively and are propped against and fixed with the outer sides of the two aluminum templates 21 respectively. When the assembled integral partition plate 1 and the mounting assembly 2 are formed into the wide shear wall area 311 with the width dimension larger than that of the assembled integral partition plate 1, one end of the assembled integral partition plate 1 is propped against one end of the wide shear wall area 311, and the convex part of the width shear wall area 311, compared with the width of the assembled integral partition plate 1, is provided with the internal corner plates 24, the aluminum templates 21 positioned at two sides of the wide shear wall area 311 extend to two sides of the assembled integral partition plate 1, and the two aluminum templates 21 are fixedly connected with the assembled integral partition plate 1 by adopting the opposite-pulling screw rods 23.
The aluminum templates 21 on two sides of the assembled integral partition plate 1 are respectively and fixedly installed on the assembled integral partition plate 1 through opposite-pull screws 23, and the aluminum templates 21 on two sides of the assembled integral partition plate 1 extend out from the top end of the assembled integral partition plate 1, so that a cast-in-situ narrow beam area 321 is formed between the two aluminum templates 21. When the cast-in-situ wide beam area 322 is required to be formed, one aluminum template 21 is propped against the outer side of the assembled integral partition board 1, a female angle board 24 is arranged between the other aluminum template 21 and the assembled integral partition board 1, the two aluminum templates 21, the female angle board 24 and the assembled integral partition board 1 are locked and fixed by adopting a counter-pulling screw 23, and the cast-in-situ wide beam area 322 is formed between the parts of the two aluminum templates 21 penetrating out from the top ends of the assembled integral partition boards 1. Two ends of a plurality of support beams 28 are respectively and fixedly arranged with the assembled integral partition plate 1, and precast slabs 29 are fixedly arranged on the support beams 28, and a cast-in-situ slab region 33 is formed between the precast slabs 29 and a cast-in-situ beam region 32.
While the utility model has been described above with reference to the accompanying drawings, it will be apparent that the utility model is not limited to the embodiments described above, but is intended to cover various insubstantial modifications, either as applying the inventive concepts and technical solutions to the method or as applying them directly to other applications without modification, as well as all coming within the true scope of the utility model.
Claims (8)
1. The utility model provides an assembled whole partition plate and aluminum mould board connection structure which characterized in that: two side surfaces of the assembled integral partition plate are respectively provided with an aluminum template, and the aluminum templates are fixedly arranged on the assembled integral partition plate through the mounting assembly; the aluminum templates extend out from the side surfaces of the assembled integral partition boards, a cast-in-situ area is formed between the extended parts and the assembled integral partition boards, and the cast-in-situ area is a shear wall area or a cast-in-situ beam area; the shear wall area is poured with a first concrete layer to form a shear wall, and the cast-in-place beam area is poured with a second concrete layer to form a cast-in-place beam;
A plurality of support beams are fixedly arranged between two adjacent assembled integral partition boards, the support beams are abutted against the side surfaces of the assembled integral partition boards and are mutually perpendicular to the assembled integral partition boards, a plurality of precast slabs are arranged on the support beams, and a cast-in-situ slab region is formed between the cast-in-situ beams and the precast slabs; and pouring a third concrete layer in the cast-in-situ slab region to form the cast-in-situ slab.
2. The assembled integral partition plate and aluminum form connection structure according to claim 1, wherein: the installation component includes a plurality of dead levers and a plurality of to drawing the screw rod, the dead lever sets up a plurality of aluminum mould board and the relative one side of assembled whole partition plate, the surface of assembled whole partition plate and aluminum mould board has all been seted up and has been supplied to the drawing hole that the screw rod passed, after the screw rod passed in the drawing hole to drawing and lock mutually fixedly with the dead lever.
3. The assembled integral partition plate and aluminum form connection structure according to claim 2, wherein: the width dimension of the assembled integral partition plate is A, the shear wall area comprises a wide shear wall area and a narrow shear wall area, the width dimension of the narrow shear wall area is B, A=B is met, a plurality of aluminum templates are propped against two sides of the assembled integral partition plate and fixed through opposite-pulling screws, and a plurality of narrow shear wall areas are formed between the aluminum templates.
4. A fabricated integral partition panel and aluminum form connection as recited in claim 3, wherein: the width dimension of the wide shear wall area is C and satisfies C > A, a plurality of aluminum templates are abutted against two sides of the assembled integral partition plate and fixed through opposite-pulling screws, and a female angle plate is fixedly arranged between one side of the aluminum templates, which is close to the assembled integral partition plate, and the assembled integral partition plate.
5. The assembled integral partition plate and aluminum form connection structure according to claim 2, wherein: the two ends of the assembled integral partition boards are close to each other and perpendicular to each other, the shear wall area is arranged between the two assembled integral partition boards, and the shear wall area and the assembled integral partition boards are in an L-shaped connection scheme.
6. The assembled integral partition plate and aluminum form connection structure according to claim 5, wherein: the installation component still includes first limit angle sign indicating number and second limit angle sign indicating number, first limit angle sign indicating number and second limit angle sign indicating number are "L" style of calligraphy, the both sides of first limit angle sign indicating number are supported against with two assembled whole partition plates respectively, the both sides of second limit angle sign indicating number are supported against with assembled whole partition plate and shear wall region respectively.
7. The assembled integral partition plate and aluminum form connection structure of claim 6, wherein: one end of the assembled integral partition plate is mutually abutted with the shear wall area, the assembled integral partition plate and the shear wall area are in a T-shaped connection scheme, the mounting assembly further comprises a plurality of third limiting angle codes, the third limiting angle codes are likewise L-shaped, and two sides of the third limiting angle codes are respectively abutted with the shear wall area and the assembled integral partition plate.
8. The assembled integral partition plate and aluminum form connection structure according to claim 4, wherein: the cast-in-situ beam region comprises a cast-in-situ narrow beam region and a cast-in-situ wide beam region, wherein after the two aluminum templates are propped against two sides of the assembled integral partition plate and fixed through opposite-pulling screws, the cast-in-situ narrow beam region is formed between the two aluminum templates; and a female angle plate is arranged between the bottom end of one aluminum template and the assembled integral partition plate, and a cast-in-situ wide beam area is formed between the female angle plate and the two aluminum templates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322390421.7U CN221073108U (en) | 2023-09-04 | 2023-09-04 | Assembled integral partition plate and aluminum template connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322390421.7U CN221073108U (en) | 2023-09-04 | 2023-09-04 | Assembled integral partition plate and aluminum template connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221073108U true CN221073108U (en) | 2024-06-04 |
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ID=91270953
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322390421.7U Active CN221073108U (en) | 2023-09-04 | 2023-09-04 | Assembled integral partition plate and aluminum template connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221073108U (en) |
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2023
- 2023-09-04 CN CN202322390421.7U patent/CN221073108U/en active Active
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