CN221321760U - Combined steel template for wall damper installation formwork - Google Patents
Combined steel template for wall damper installation formwork Download PDFInfo
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- CN221321760U CN221321760U CN202323155720.9U CN202323155720U CN221321760U CN 221321760 U CN221321760 U CN 221321760U CN 202323155720 U CN202323155720 U CN 202323155720U CN 221321760 U CN221321760 U CN 221321760U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 289
- 239000010959 steel Substances 0.000 title claims abstract description 289
- 238000009434 installation Methods 0.000 title claims abstract description 79
- 238000009415 formwork Methods 0.000 title claims abstract description 19
- 230000003014 reinforcing effect Effects 0.000 claims description 17
- 238000007789 sealing Methods 0.000 claims 1
- 239000002023 wood Substances 0.000 description 8
- 238000010276 construction Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 230000007306 turnover Effects 0.000 description 4
- 230000008093 supporting effect Effects 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a combined steel template for a wall damper installation formwork, which comprises an end side steel template, a steel top template, a steel side template, a steel bottom template and a connecting piece; the steel top template is used as a template at the bottom of the upper cantilever wall, and the steel bottom template is attached to the top surface of the lower cantilever wall; the end side steel templates are connected between the short sides of the steel top templates and the short sides of the steel bottom templates through connecting pieces, and a pair of end side steel templates are respectively arranged at the two short sides of the steel top templates and the two short sides of the steel bottom templates; the two long sides of the steel side templates are respectively connected with the long sides of the steel top templates and the long sides of the steel bottom templates, the two short sides of the steel side templates are respectively fixedly connected with a pair of end side steel templates through connecting pieces, and the pair of steel side templates are respectively arranged at the two long sides of the steel top templates and the two long sides of the steel bottom templates; a pair of end side steel templates, a steel top template, a pair of steel side templates and a steel bottom template are enclosed to form a wall type damper installation reserved space. The utility model can solve the problem of poor accuracy of the installation reserved space of the wall damper in the prior art.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a combined steel template for a wall type damper installation formwork.
Background
With the progress of earthquake-resistant technology, more and more wall dampers are applied to the design of building structures. When the cantilever wall for installing the wall type damper is constructed, a space for installing the damper is reserved, and the conventional size of the cantilever wall is 200mmx400mmx1600mm; for a wall body with a large span, the number of wall type dampers is also large, for example, 134 wall type dampers are designed and installed on the wall body of a certain building engineering.
When wall form forms are supported, the conventional wood forms are used for supporting the forms, the bearing capacity is limited, the cantilever walls are high in height and large in concrete pressure, the wood forms are inconvenient to assemble and easy to deform and damage, the forming quality of the cantilever walls is difficult to control, the reserved space of the reserved damper is poor in dimensional accuracy, the installation risk of the damper is increased, and the turnover utilization rate of the wood forms is low. Therefore, it is necessary to provide a combined steel form for wall type damper installation formwork, which can solve the problem of poor accuracy of the wall type damper installation reserved space during formwork support of the wood form in the prior art.
Disclosure of Invention
The utility model aims to provide a combined steel template for wall damper installation formwork, which can solve the problem of poor accuracy of a reserved space for wall damper installation during formwork support of a wood template in the prior art.
The utility model is realized in the following way:
A combined steel template for a wall damper installation formwork comprises an end side steel template, a steel top template, a steel side template, a steel bottom template and a connecting piece; the steel top template is used as a template at the bottom of the upper cantilever wall, and the steel bottom template is attached to the top surface of the lower cantilever wall; the end side steel templates are connected between the short sides of the steel top templates and the short sides of the steel bottom templates through connecting pieces, and a pair of end side steel templates are respectively arranged at the two short sides of the steel top templates and the two short sides of the steel bottom templates; the two long sides of the steel side templates are respectively connected with the long sides of the steel top templates and the long sides of the steel bottom templates, the two short sides of the steel side templates are respectively fixedly connected with a pair of end side steel templates through connecting pieces, and the pair of steel side templates are respectively arranged at the two long sides of the steel top templates and the two long sides of the steel bottom templates; a pair of end side steel templates, a steel top template, a pair of steel side templates and a steel bottom template are enclosed to form a wall type damper installation reserved space.
Each end-side steel template comprises a first template, a second template and a third template; the pair of first templates, the pair of second templates and the third template are enclosed to form a cuboid structure with one end open; one first template is overlapped with the short side of the steel top template, and the other first template is overlapped with the short side of the steel bottom template; and the pair of second templates are respectively overlapped with the short sides of the pair of steel side templates, and the third templates are arranged at the end parts of the wall damper installation reserved space in a closed mode.
The pair of first templates are respectively provided with a first mounting through hole, and the short side of the steel top template and the short side of the steel bottom template are respectively provided with a first mounting through hole, so that the connecting piece is vertically and penetratingly connected with the pair of first templates, the steel top template and the steel bottom template through the first mounting through holes.
And second mounting through holes are respectively formed in the pair of second templates, and second mounting through holes are formed in the short sides of the pair of steel side templates, so that the connecting piece is vertically and penetratingly connected with the pair of second templates and the short side ends of the pair of steel side templates through the second mounting through holes.
And third mounting through holes are formed in the steel top template and the steel bottom template, so that the connecting piece is vertically and penetratingly connected between the steel top template and the steel bottom template through the third mounting through holes.
And a reinforcing rib plate is arranged between the steel top template and the steel bottom template, and two ends of the reinforcing rib plate are respectively connected with the pair of steel side templates.
And the pair of steel side templates are respectively provided with a fourth installation through hole, the two ends of the reinforcing rib plate are respectively provided with an installation convex part, and the installation convex parts vertically penetrate through the steel side templates through the fourth installation through holes.
The steel top template is attached to the damper embedded part pre-embedded in the upper cantilever wall, and the steel bottom template is attached to the damper embedded part pre-embedded in the lower cantilever wall.
Compared with the prior art, the utility model has the following beneficial effects:
1. the utility model is provided with the end side steel templates, the steel top templates, the steel side templates, the steel bottom templates and the connecting pieces, wherein the end parts of the steel top templates, the pair of steel side templates and the steel bottom templates are overlapped through the end side steel templates, and the steel side templates, the steel top templates, the steel side templates and the steel bottom templates are fixedly connected through the connecting pieces, so that the integral wall type damper is formed by enclosing the end side templates, the steel top templates, the steel side templates and the steel bottom templates, the installation reserved space is convenient and quick to assemble, the turnover utilization rate is high, the control of the accuracy of the wall type damper installation reserved space is facilitated, meanwhile, the steel templates have high structural strength and strong bearing capacity, and the space accuracy can be further ensured in the height, the width and the length, thereby facilitating the installation of the later-stage damper.
2. The utility model has the advantages that the steel top template and the steel bottom template are arranged, the whole combined steel template is supported on the lower cantilever wall through the steel bottom template, and the bottom template is provided for the upper cantilever wall through the steel top template, so that the load of the upper cantilever wall can be effectively borne, the problem of poor installation space reservation precision of the wall type damper caused by deformation of the wood template in the prior art is avoided, and the installation of the later-stage damper is more accurate.
3. The utility model further improves the bearing capacity of the steel top template due to the arrangement of the reinforcing rib plates, which are arranged between the steel top template and the steel bottom template, thereby further improving the accuracy of the installation reserved space of the wall damper and ensuring the reliable and accurate installation of the damper.
Drawings
FIG. 1 is a schematic view of the installation of a modular steel form for a wall damper installation formwork of the present utility model;
FIG. 2 is an exploded view of the end side steel forms of the modular steel forms for wall damper mounting brackets of the present utility model;
FIG. 3 is a schematic view of the structure of a steel top formwork in a combined steel formwork for wall damper installation formwork of the present utility model;
FIG. 4 is a schematic view of the structure of a steel side form in a combined steel form for wall damper mounting and formwork of the present utility model;
fig. 5 is a schematic structural view of reinforcing ribs in a combined steel form for wall damper installation formwork of the present utility model.
In the figure, 1 end side steel template, 101 first template, 102 second template, 103 third template, 2 steel top template, 3 steel side template, 4 steel bottom template, 5 reinforcing rib plate, 501 installation convex part, 6 connecting piece, 7 upper cantilever wall, 8 lower cantilever wall, 9 first installation through hole, 10 second installation through hole, 11 third installation through hole, 12 fourth installation through hole, 13 attenuator built-in fitting.
Detailed Description
The utility model will be further described with reference to the drawings and the specific examples.
Referring to fig. 1, a combined steel template for wall damper installation formwork comprises an end side steel template 1, a steel top template 2, a steel side template 3, a steel bottom template 4 and a connecting piece 6; the steel top template 2 is used as a template at the bottom of the upper cantilever wall 7, and the steel bottom template 4 is attached to the top surface of the lower cantilever wall 8; the end side steel templates 1 are connected between the short sides of the steel top templates 2 and the short sides of the steel bottom templates 4 through connecting pieces 6, and a pair of end side steel templates 1 are respectively arranged at the two short sides of the steel top templates 2 and the steel bottom templates 4; two long sides of the steel side template 3 are respectively connected with the long sides of the steel top template 2 and the long sides of the steel bottom template 4, two short sides of the steel side template 3 are respectively fixedly connected with a pair of end side steel templates 1 through connecting pieces 6, and a pair of steel side templates 3 are respectively arranged at the two long sides of the steel top template 2 and the steel bottom template 4; the pair of end side steel templates 1, the steel top templates 2, the pair of steel side templates 3 and the steel bottom templates 4 are enclosed to form a wall type damper installation reserved space.
Preferably, the end-side steel templates 1, the steel top templates 2, the steel side templates 3 and the steel bottom templates 4 are made of high-strength materials such as steel plates, and compared with the traditional wood templates, the wall type damper has higher bearing capacity, is not easy to deform under the action of concrete load, thereby ensuring the dimensional accuracy of the wall type damper installation reserved space formed by enclosing the wall type damper in the length, height and width directions, and further ensuring the reliable installation of the wall type damper.
Preferably, the connecting piece 6 can adopt high strength split bolts, and the end side steel template 1, the steel top template 2, the steel side template 3 and the steel bottom template 4 are connected into a whole through the connecting piece 6, so that the structural strength is high, the size of the wall type damper installation reserved space is further ensured to meet the design requirement, the disassembly and the assembly are convenient and quick, and the turnover utilization rate can be effectively improved.
Referring to fig. 2, each of the end-side steel templates 1 includes a first template 101, a second template 102, and a third template 103; a pair of first templates 101, a pair of second templates 102 and a third template 103 are enclosed to form a cuboid structure with one end open; one first template 101 is overlapped with the short side of the steel top template 2, and the other first template 101 is overlapped with the short side of the steel bottom template 4; the pair of second templates 102 overlap the short sides of the pair of steel side templates 3, respectively, and the third templates 103 are closed at the ends of the wall damper installation space.
Through the setting of a pair of first template 101 and a pair of second template 102, overlap joint with steel top template 2, a pair of steel side form 3 and steel bottom form 4, make all templates make up and form a firm whole, have easy dismounting, easily draw materials and advantage such as preparation, with low costs.
Referring to fig. 2 and 3, the pair of first templates 101 are respectively formed with a first mounting through hole 9, and the short sides of the steel top templates 2 and the short sides of the steel bottom templates 4 are respectively formed with a first mounting through hole 9, so that the connecting piece 6 vertically penetrates through the first mounting through holes 9 to connect the pair of first templates 101, the steel top templates 2 and the steel bottom templates 4.
The steel top form 2 and the steel bottom form 4 are identical in shape and size, so only the steel top form 2 is shown in the drawings.
The pair of first templates 101 are respectively overlapped with the steel top templates 2 and the steel bottom templates 4, and the first mounting through holes 9 are reserved on the first templates 101, the steel top templates 2 and the steel bottom templates 4 according to the specification of the connecting piece 6, so that the connecting piece 6 is convenient for fixing the pair of first templates 101 and the drawknot of the steel top templates 2 and the steel bottom templates 4, and provides a supporting effect for the steel top templates 2, and the steel top templates 2 have good bearing capacity. The number of the connection pieces 6 may be set according to actual connection requirements, and the number of the first mounting through holes 9 is determined according to the number of the connection pieces 6.
The installation modes of the pair of first templates 101 positioned at both ends of the steel top template 2 and the steel bottom template 4 are the same, and only the installation directions are different, and the description thereof is omitted.
Referring to fig. 2 and 4, the pair of second templates 102 are respectively formed with a second mounting through hole 10, and the short sides of the pair of steel side templates 3 are respectively formed with a second mounting through hole 10, so that the connecting piece 6 vertically penetrates through the second mounting through holes 10 to connect the pair of second templates 102 with the short side ends of the pair of steel side templates 3.
The pair of steel side templates 3 are respectively overlapped with the pair of second templates 102, and second mounting through holes 10 are reserved on the steel side templates 3 and the second templates 102 according to the specification of the connecting piece 6, so that the connecting piece 6 can be conveniently fastened and fixed to the pair of steel side templates 3 and the pair of second templates 102. The number of the connecting pieces 6 can be adaptively adjusted according to actual connection requirements, and the number of the second mounting through holes 10 can be determined according to the number of the connecting pieces 6.
When the second mounting through holes 10 are provided, care should be taken to avoid the first mounting through holes 9, so as to avoid mutual interference when the connecting pieces 6 are mounted. The mounting manner of the connecting member 6 at both ends of the pair of steel sideforms 3 is the same and will not be described here again.
Referring to fig. 3, the steel top template 2 and the steel bottom template 4 are respectively formed with a third mounting through hole 11, so that the connecting piece 6 is vertically and penetratingly connected between the steel top template 2 and the steel bottom template 4 through the third mounting through holes 11.
The third installation through holes 11 are preset on the steel top template 2 and the steel bottom template 4 according to the specification of the connecting piece 6, and the steel top template 2 is connected with the steel bottom template 4 through the connecting piece 6, so that the structural strength of the whole combined steel template is improved, and the structural strength is used for bearing the load of the upper cantilever wall 7. The number of the connecting pieces 6 can be adaptively adjusted according to the actual connection requirements, and the number of the third mounting through holes 11 can be determined according to the number of the connecting pieces 6.
Referring to fig. 1 and 5, a reinforcing rib plate 5 is disposed between the steel top template 2 and the steel bottom template 4, and two ends of the reinforcing rib plate 5 are respectively connected with a pair of steel side templates 3.
The reinforcing rib plate 5 props between the steel top template 2 and the steel bottom template 4, so that the bearing capacity of the steel top template 2 to the load of the upper cantilever wall 7 can be further improved. Care should be taken to avoid the connecting piece 6 when setting up the reinforcing rib plate 5, and the quantity of reinforcing rib plate 5 can be adjusted according to actual load demand adaptability.
Referring to fig. 4 and 5, the pair of steel sideforms 3 are respectively formed with fourth mounting through holes 12, and the reinforcing ribs 5 are respectively formed with mounting protrusions 501 at both ends thereof, the mounting protrusions 501 penetrating vertically through the steel sideforms 3 through the fourth mounting through holes 12.
Through the arrangement of the fourth installation through hole 12 and the installation convex part 501, the reinforcement rib plate 5 is convenient to position and install, the fourth installation through hole 12 and the installation convex part 501 are connected in a plugging mode, and the installation and the positioning are convenient and quick.
Referring to fig. 1, the steel top template 2 is attached to a damper embedded part 13 embedded in the upper cantilever wall 7, and the steel bottom template 4 is attached to a damper embedded part 13 embedded in the lower cantilever wall 8.
The structural form, specification and the like of the damper embedded part 13 can be selected according to the installation requirement of an actual wall type damper, and the damper embedded part is embedded in the upper cantilever wall 7 and the lower cantilever wall 8 in a conventional mode, so that the damper can be installed at a later stage.
Referring to fig. 1 to 5, the manufacturing and construction method of the present utility model comprises:
the first template 101 adopts the steel template that the size is 100 194mm, sets up two first installation through-holes 9 on the first template 101, and the interval of two first installation through-holes 9 is 74mm, and the distance from the short side of first template 101 is 60mm, and the distance from the long limit in one side is 65mm.
The second template 102 adopts a steel template with the size of 100 x 390 mm, two second installation through holes 10 are arranged on the second template 102, the distance between the two second installation through holes 10 is 140mm, and the distance between the two second installation through holes and the short side of the second template 102 is 127mm.
The third template 103 was a steel template of size 394 x 194 mm.
The pair of first templates 101 are symmetrically arranged at two short sides of the third template 103, the pair of second templates 102 are symmetrically arranged at two long sides of the third template 103 and are connected with the pair of first templates 101, and the pair of first templates 101, the pair of second templates 102 and the third template 103 are enclosed to form a cuboid structure with one end open.
The steel top template 2 and the steel bottom template 4 are both steel templates with the size of 1800 x 500mm, two rows of third installation through holes 11 are arranged on the steel templates, each row of two third installation through holes 11, the distance between the two rows of third installation through holes 11 is 600mm, and the distance between the two rows of third installation through holes 11 and the short side of the steel templates is 600mm. Two first mounting through holes 9 are formed in two short sides of the steel template, and the distance between the two first mounting through holes 9 is 74mm.
The steel side template 3 adopts a steel template with the size of 1800 mm 400mm, two second installation through holes 10 are arranged at two short sides of the steel template, and the distance between the two second installation through holes 10 is 140mm. The steel template is provided with two rows of fourth mounting through holes 12, each row of three fourth mounting through holes 12, the distance between every two adjacent fourth mounting through holes 12 is 100mm, the distance between every two rows of fourth mounting through holes 12 is 400, and the distance between every two short sides of the steel template is 700mm.
The reinforcing-rib plate 5 adopts a steel form with a size of 194 x 390 mm, and three mounting projections 501 are arranged on two long sides of the steel form at equal intervals, and the mounting projections 501 have a length of 30mm and a width of 20mm.
The steel templates are all Q355 grade steel, the reinforcing rib plates are 5mm thick, and the rest plates are 3mm thick.
The connecting piece 6 adopts a split bolt.
The lower cantilever wall 8 is firstly constructed on site, the lower cantilever wall 8 is constructed by installing the conventional process, and when the lower cantilever wall 8 is constructed, the damper embedded part 13 required by installing the wall type damper is embedded, so that the construction process of the lower cantilever wall 8 is not repeated.
The top surface of the lower cantilever wall 8 is provided with a steel bottom template 4, a pair of steel side templates 3, two reinforcing rib plates 5, a pair of end side steel templates 1 and a steel top template 2 are sequentially supported, the end side steel templates 1, the steel top templates 2 and the steel bottom templates 4 are connected through connecting pieces 6, the end side steel templates 1, the pair of steel side templates 3 and the steel top templates 2 are connected with the steel bottom templates 4, and the steel bottom templates 4, the pair of steel side templates 3, the pair of end side steel templates 1 and the steel top templates 2 are enclosed to form a wall type damper installation reserved space.
When a pair of steel side templates 3 are erected, back edges and the like in the prior art can be erected according to requirements, so that the setting stability of the pair of steel side templates 3 is improved, and the structural stability of the installation reserved space of the whole wall damper is improved. The provision of the back ridge is a common operation of supporting the sideform in the art and will not be described in detail herein.
When the cantilever wall 7 is constructed, the steel top template 2 is used as a cantilever wall steel bottom template of the upper cantilever wall 7, the construction of the upper cantilever wall 7 is carried out according to the conventional process, and when the upper cantilever wall 7 is constructed, the damper embedded part 13 required by the installation of the wall type damper is embedded, and the construction process of the upper cantilever wall 7 is not repeated.
After the construction of the upper cantilever wall 7 is completed, the combined steel template is disassembled, and a damper is installed between the damper embedded parts 13 of the upper cantilever wall 7 and the lower cantilever wall 8.
The wall type damper installation reserved space is formed by enclosing the steel templates, so that the space required by damper installation can be accurately provided, and the bottom steel templates are provided for the upper cantilever wall 7. Compared with the traditional wood template, the steel template has strong bearing capacity, difficult deformation and high turnover utilization rate, can improve the installation space reservation precision of the wall type damper on the height, width and length, and ensures the installation of the later-stage damper between the damper embedded parts 13 of the upper cantilever wall and the lower cantilever wall.
The above embodiments are merely preferred embodiments of the present utility model and are not intended to limit the scope of the present utility model, therefore, any modifications, equivalent substitutions, improvements, etc. made within the spirit and principle of the present utility model should be included in the scope of the present utility model.
Claims (8)
1. A wall type damper installs formwork with combination formula steel form, characterized by: comprises an end side steel template (1), a steel top template (2), a steel side template (3), a steel bottom template (4) and a connecting piece (6); the steel top template (2) is used as a template at the bottom of the upper cantilever wall (7), and the steel bottom template (4) is attached to the top surface of the lower cantilever wall (8); the end side steel templates (1) are connected between the short sides of the steel top templates (2) and the short sides of the steel bottom templates (4) through connecting pieces (6), and a pair of end side steel templates (1) are respectively arranged at the two short sides of the steel top templates (2) and the steel bottom templates (4); the two long sides of the steel side template (3) are respectively connected with the long sides of the steel top template (2) and the long sides of the steel bottom template (4), the two short sides of the steel side template (3) are respectively fixedly connected with a pair of end side steel templates (1) through connecting pieces (6), and the pair of steel side templates (3) are respectively arranged at the two long sides of the steel top template (2) and the two long sides of the steel bottom template (4); a pair of end side steel templates (1), a steel top template (2), a pair of steel side templates (3) and a steel bottom template (4) are enclosed to form a wall type damper installation reserved space.
2. The modular steel form for wall damper mounting forms of claim 1, wherein: each end-side steel template (1) comprises a first template (101), a second template (102) and a third template (103); a pair of first templates (101), a pair of second templates (102) and a third template (103) are enclosed to form a cuboid structure with one end open; one first template (101) is overlapped with the short side of the steel top template (2), and the other first template (101) is overlapped with the short side of the steel bottom template (4); a pair of second templates (102) are respectively overlapped with the short sides of a pair of steel side templates (3), and a third template (103) is arranged at the end part of the wall damper installation reserved space in a sealing mode.
3. The modular steel form for wall damper mounting forms of claim 2, wherein: the pair of first templates (101) are respectively provided with a first installation through hole (9), and the short side of the steel top template (2) and the short side of the steel bottom template (4) are respectively provided with a first installation through hole (9), so that the connecting piece (6) is vertically and penetratingly connected with the pair of first templates (101), the steel top template (2) and the steel bottom template (4) through the first installation through holes (9).
4. The modular steel form for wall damper mounting forms of claim 2, wherein: and a pair of second templates (102) are respectively provided with a second installation through hole (10), and the short sides of the pair of steel side templates (3) are respectively provided with a second installation through hole (10), so that the connecting piece (6) is vertically and penetratingly connected with the pair of second templates (102) and the short side ends of the pair of steel side templates (3) through the second installation through holes (10).
5. A wall damper mounting formwork combined steel form as claimed in any one of claims 1 to 3 wherein: and third mounting through holes (11) are formed in the steel top template (2) and the steel bottom template (4), so that the connecting piece (6) is vertically and penetratingly connected between the steel top template (2) and the steel bottom template (4) through the third mounting through holes (11).
6. The modular steel form for wall damper mounting brackets of claim 5, wherein: a reinforcing rib plate (5) is arranged between the steel top template (2) and the steel bottom template (4), and two ends of the reinforcing rib plate (5) are respectively connected with the pair of steel side templates (3).
7. The modular steel form for a wall damper mounting formwork of claim 6, wherein: a pair of steel side templates (3) are respectively provided with a fourth installation through hole (12), two ends of the reinforcing rib plate (5) are respectively provided with an installation convex part (501), and the installation convex parts (501) vertically penetrate through the steel side templates (3) through the fourth installation through holes (12).
8. The modular steel form for wall damper mounting forms of claim 1, wherein: the steel top template (2) is attached to a damper embedded part (13) embedded in the upper cantilever wall (7), and the steel bottom template (4) is attached to a damper embedded part (13) embedded in the lower cantilever wall (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323155720.9U CN221321760U (en) | 2023-11-22 | 2023-11-22 | Combined steel template for wall damper installation formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323155720.9U CN221321760U (en) | 2023-11-22 | 2023-11-22 | Combined steel template for wall damper installation formwork |
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| Publication Number | Publication Date |
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| CN221321760U true CN221321760U (en) | 2024-07-12 |
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| CN202323155720.9U Active CN221321760U (en) | 2023-11-22 | 2023-11-22 | Combined steel template for wall damper installation formwork |
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| Country | Link |
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| CN (1) | CN221321760U (en) |
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2023
- 2023-11-22 CN CN202323155720.9U patent/CN221321760U/en active Active
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