CN115478687B - Inverse bank structure and construction scheme thereof - Google Patents
Inverse bank structure and construction scheme thereof Download PDFInfo
- Publication number
- CN115478687B CN115478687B CN202211148647.XA CN202211148647A CN115478687B CN 115478687 B CN115478687 B CN 115478687B CN 202211148647 A CN202211148647 A CN 202211148647A CN 115478687 B CN115478687 B CN 115478687B
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- template
- ridge
- connecting rod
- inverted
- fixing
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- 238000010276 construction Methods 0.000 title abstract description 11
- 238000003825 pressing Methods 0.000 claims abstract description 42
- 238000000034 method Methods 0.000 claims abstract description 9
- 238000004519 manufacturing process Methods 0.000 claims description 4
- 238000001816 cooling Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 230000001629 suppression Effects 0.000 claims description 3
- 238000010030 laminating Methods 0.000 claims description 2
- 238000007493 shaping process Methods 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 5
- 238000007667 floating Methods 0.000 abstract description 4
- 238000007789 sealing Methods 0.000 abstract description 4
- 238000000465 moulding Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 229910000838 Al alloy Inorganic materials 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000010356 tongguan Substances 0.000 description 1
Classifications
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/06—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
- E04G17/0651—One-piece elements
- E04G17/0652—One-piece elements fully recoverable
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/06—Forming boards or similar elements the form surface being of metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention relates to the field of buildings, in particular to a reverse ridge structure and a construction scheme thereof. The reverse ridge template is fixed in the horizontal direction through the first back ridge, and is fixed in the vertical direction through the pressing piece fixed on the beam body by the fixing component, so that deflection and floating of the reverse ridge template due to impact of concrete in the reverse ridge pouring forming process are avoided, and the sealing effect of the reverse ridge is affected.
Description
Technical Field
The invention relates to the field of buildings, in particular to a reverse bank structure and a construction scheme thereof.
Background
Along with the popularization of the whole concrete structure of the construction engineering and the application of the aluminum alloy template in construction, the primary pouring of the secondary structure optimization in the aluminum alloy template tends to be great, but the fixation of the inverted sill template with the inverted structure such as inverted sill, descending plate and the like brings great trouble to construction units, and the inverted sill template often deviates and floats upwards due to the impact of the concrete in the pouring process because of no reliable fixation.
The movement of the reverse bank template can reduce the waterproof effect of the reverse bank, so that the fixation of the reverse bank is very important.
Disclosure of Invention
Based on the structure, the invention provides the inverted ridge structure capable of avoiding the movement of the inverted ridge template in the pouring process and the construction scheme thereof.
The technical scheme of the invention is as follows: the utility model provides a reverse bank structure and construction scheme thereof, includes the roof beam body, reverse bank template, first back of body is stupefied, a plurality of molding and a plurality of fixed subassembly, reverse bank template is located in the first back of body is stupefied, reverse bank template the upper surface with the lower surface parallel and level of first back of body is stupefied and the butt in the molding, reverse bank template keep away from a side of molding with the roof beam body butt, the molding passes through fixed subassembly with the roof beam body can dismantle and be connected.
Optionally, the pressing piece is a square tube, and the extending direction of the square tube is perpendicular to the extending direction of the counter-ridge template.
Optionally, the fixed subassembly includes first fixed foot, first connecting rod and nut, first connecting rod includes screw thread portion and body of rod, first fixed foot be fixed in the roof beam body, the nut is located the suppression piece is kept away from one side of first fixed foot, the one end of first connecting rod with first fixed foot can dismantle the connection, and the other end passes through screw thread portion with the nut is connected, one Fang Tongguan at least with two sets of fixed subassembly is connected, the back of the body of the bank template with two sets of fixed subassembly are established to the first back of the body between.
Optionally, one end of the first connecting rod, which is far away from the threaded portion, is further provided with a first hook-shaped portion, a first through hole is formed between the first fixing leg and the beam body, and the first hook-shaped portion is arranged through the first through hole.
Optionally, fixed subassembly includes second fixed foot, third fixed foot, second connecting rod, third connecting rod and spring, the suppression piece is including the first pole portion, second pole portion and the third pole portion that connect gradually, the both ends of second pole portion respectively in first pole portion third pole portion is connected perpendicularly, the back bank template with the laminating of second pole portion, the second connecting rod with the third connecting rod is passed through respectively the spring with first pole portion third pole portion is connected, the second connecting rod with the third connecting rod keep away from the one end of spring respectively with the second fixed foot third fixed foot can dismantle the connection, the second fixed foot with the third fixed foot is located same horizontal plane and all with roof beam body fixed connection.
Optionally, the second fixing leg and the third fixing leg are both in second through holes with Liang Tixing, one end of the second connecting rod, which is far away from the spring, is both provided with a second hook-shaped part, and the second hook-shaped part is arranged in the second through holes in a penetrating mode.
Optionally, the axial sections of the pressing piece and the fixing component in the vertical direction of the back sill template are symmetrically distributed.
Another object of the present invention is to provide a method for manufacturing the inverted ridge structure, which includes the following steps:
setting a reverse bank template: setting a reverse bank template at the Liang Tishang at a position on the beam body after reverse bank forming;
positioning a reverse bank template: positioning the inverted ridge template in the horizontal direction through the first back ridge, covering a pressing piece on the first back ridge and the inverted ridge template, and fixing the pressing piece and the beam body relatively through a fixing assembly;
and (5) reversely shaping: pouring a pouring material into the inverse bank template, standing and cooling to form the inverse bank;
and (5) removing the reverse bank template: and sequentially removing the fixing assembly, the pressing piece and the first back edge.
Optionally, the steps between the step of setting the step of counterbank template and the step of positioning the counterbank template further comprise the following steps:
fixing two ends of the reverse bank template: and (3) abutting two ends of the back ridge template with the wall column template and/or the top plate template, and fixing the back ridge template and/or the top plate template through a second back ridge or a pull tab.
Compared with the prior art, the embodiment of the invention has the following beneficial effects:
according to the inverted ridge structure and the construction scheme thereof, the inverted ridge template is fixed in the horizontal direction through the first back ridge, and is fixed in the vertical direction through the pressing piece fixed on the beam body through the fixing component, so that the inverted ridge template is prevented from deviating and floating due to the impact of concrete in the process of pouring and forming of the inverted ridge, and the sealing effect of the inverted ridge is further affected.
Drawings
Fig. 1 is a schematic structural diagram of a flip-chip structure according to an embodiment of the invention.
Fig. 2 is a schematic structural diagram of a fixing component of the inverted ridge structure according to an embodiment of the invention.
Fig. 3 is a top view of a back ridge structure according to an embodiment of the invention.
Fig. 4 is a schematic structural diagram of a flip-chip structure according to a second embodiment of the invention.
Fig. 5 is a schematic structural diagram of a fixing component of the inverted ridge structure according to the second embodiment of the invention.
Reference numerals illustrate:
100. the structure of the reverse ridge is that,
1. the beam body is provided with a beam body,
2. the back-ridge template is provided with a plurality of grooves,
3. the first back edge is provided with a first back edge,
4. the pressing piece, 5, the fixing component, 51, the first fixing leg, 511, the first through hole, 52, the first connecting rod, 521, the screw thread part, 522, the rod body, 523, the first hook part, 53, the nut, 54, the second fixing leg, 55, the third fixing leg, 56, the second connecting rod, 57, the third connecting rod, 58, the spring,
A. and (3) a wall column template, B and a top plate template.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
In the description of the present invention, it should be noted that the terms "center", "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, merely to facilitate description of the present invention and simplify the description, and do not indicate or imply that the apparatus or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and therefore should not be construed as limiting the present invention.
Furthermore, the terms "first," "second," and the like are used herein to describe various information, but such information should not be limited to these terms, which are merely used to distinguish one type of information from another. For example, a "first" message may also be referred to as a "second" message, and similarly, a "second" message may also be referred to as a "first" message, without departing from the scope of the invention.
Embodiment one:
referring to fig. 1, 2 and 3, the present embodiment provides a back ridge structure 100, which comprises a beam body 1, a back ridge template 2, a first back ridge 3, a plurality of pressing members 4 and a plurality of fixing components 5, wherein the back ridge template 2 is arranged in the first back ridge 3, the upper surface of the back ridge template 2 is flush with the lower surface of the first back ridge 3 and is abutted to the pressing members 4, one side surface of the back ridge template 2 away from the pressing members 4 is abutted to the beam body 1, and the pressing members 4 are detachably connected with the beam body 1 through the fixing components 5. The reverse ridge template 2 is fixed in the horizontal direction through the first back ridge 3, the reverse ridge template 2 is fixed in the vertical direction through the pressing piece 4 fixed on the beam body 1 by the fixing component 5, deflection and floating of the reverse ridge template 2 due to impact of concrete in the reverse ridge pouring forming process are avoided, and accordingly the sealing effect of the reverse ridge is affected.
Preferably, referring to fig. 1, 2 and 3, in the present embodiment, the pressing member 4 is a square tube, and the extending direction of the square tube is perpendicular to the extending direction of the counter-ridge template 2. On the one hand, the square tube is a common building material, is easy to obtain, and can reduce the production cost by taking the square tube as the pressing piece 4. On the other hand, the rigidity of the square tube is relatively low, and the situation that the reverse ridge template 2 and the first back ridge 3 are crushed can be avoided by using the square tube as the pressing piece 4.
Preferably, referring to fig. 1, 2 and 3, in the present embodiment, the fixing component 5 includes a first fixing leg 51, a first connecting rod 52 and a nut 53, the first connecting rod 52 includes a threaded portion 521 and a rod 522, the first fixing leg 51 is fixed to the beam 1, the nut 53 is disposed on a side of the pressing member 4 away from the first fixing leg 51, one end of the first connecting rod 52 is detachably connected to the first fixing leg 51, the other end is connected to the nut 53 through the threaded portion 521, a square tube is at least connected to two sets of fixing components 5, and the back ridge 3 and the back ridge 2 are disposed between the two sets of fixing components 5. The end of the first connecting rod 52 away from the threaded portion 521 is further provided with a first hook-shaped portion 523, a first through hole 511 is formed between the first fixing leg 51 and the beam body 1, and the first hook-shaped portion 523 penetrates the first through hole 511. Specifically, in the present embodiment, the first fixing leg 51 is formed by bending a reinforcing bar. During installation, the first hook-shaped part 523 is hung on the first fixing leg 51, the threaded part 521 passes through the pressing piece 4 and then locks the first connecting rod 52 through the nut 53, so that the pressing piece 4 is fixed, in addition, the nut 53 is locked too tightly, so that the side, far away from the inverted ridge template 2, of the square tube is slightly deformed to counteract the locking force of the nut 53, and the influence on the inverted ridge template 2 during fixation can be avoided.
Preferably, referring to fig. 1, 2 and 3, in the present embodiment, the axial sections of the pressing member 4 and the fixing component 5 in the vertical direction of the back sill template 2 are symmetrically distributed, so that the stress on two sides of the back sill template 2 is uniform, and the influence on the back sill template 2 during fixing can be avoided.
Referring to fig. 3, the present embodiment further provides a manufacturing method based on the above-mentioned inverted ridge structure, which includes arranging the inverted ridge template 2, fixing two ends of the inverted ridge template 2, positioning the inverted ridge template 2, forming the inverted ridge, and removing the inverted ridge template 2, wherein:
the setting of the inverted ridge template 2 comprises setting the position of the inverted ridge after forming, and setting the inverted ridge template 2 on the beam body 1.
Fixing two ends of the back sill template 2 comprises abutting two ends of the back sill template 2 with the wall column template A and/or the top plate template B, and fixing the back sill template 2 and/or the top plate template B through a second back ridge or a pull piece. The reverse bank template 2 is prevented from moving in the axial direction in the pouring process, so that the reverse bank template 2 is positioned more accurately.
The positioning of the back ridge template 2 comprises that the first back ridge 3 positions the back ridge template 2 in the horizontal direction, the pressing piece 4 is covered on the first back ridge 3 and the back ridge template 2, and the pressing piece 4 and the beam body 1 are relatively fixed through the fixing component 5.
The back candelage molding comprises pouring materials into a back candelage template 2, and standing and cooling to mold the back candelage.
The reverse ridge template 2 is removed and comprises a fixing assembly 5, a pressing piece 4 and a first back ridge 3.
Embodiment two:
preferably, referring to fig. 4 and 5, in the present embodiment, the fixing assembly 5 includes a second fixing leg 54, a third fixing leg 55, a second connecting rod 56, a third connecting rod 57 and a spring 58, the pressing member 4 includes a first rod portion, a second rod portion and a third rod portion which are sequentially connected, two ends of the second rod portion are respectively and vertically connected with the first rod portion and the third rod portion, the inverted ridge template 2 is attached to the second rod portion, the second connecting rod 56 and the third connecting rod 57 are respectively connected with the first rod portion and the third rod portion through the spring 58, one ends of the second connecting rod and the third connecting rod, which are far from the spring 58, are respectively detachably connected with the second fixing leg 54 and the third fixing leg 55, and the second fixing leg 54 and the third fixing leg 55 are arranged on the same horizontal plane and are respectively and fixedly connected with the beam body 1. The second fixing leg 54 and the third fixing leg 55 form a second through hole with the beam body 1, and one ends of the second connecting rod 56 and the third connecting rod 57, which are far away from the spring 58, are respectively provided with a second hook-shaped part, and the second hook-shaped parts penetrate through the second through hole. Specifically, in this embodiment, the operator pulls the pressing piece 4 to deform the spring 58, and the pressing piece 4, the second connecting rod 56 and the third connecting rod 57 are sleeved on the outer sides of the first back ridge 3 and the back ridge template 2, and the second hook portion is hung on the second fixing leg 54, so that the back ridge template 2 can be quickly fixed through the fixing component 5 by loosening the pressing piece 4.
The inverted ridge structure 100 and the construction scheme thereof of the embodiment have the following beneficial effects:
1. the reverse ridge template 2 is fixed in the horizontal direction through the first back ridge 3, the reverse ridge template 2 is fixed in the vertical direction through the pressing piece 4 fixed on the beam body 1 by the fixing component 5, deflection and floating of the reverse ridge template 2 due to impact of concrete in the reverse ridge pouring forming process are avoided, and accordingly the sealing effect of the reverse ridge is affected.
2. During installation, the first hook-shaped part 523 is hung on the first fixing leg 51, the threaded part 521 passes through the pressing piece 4 and then locks the first connecting rod 52 through the nut 53, so that the pressing piece 4 is fixed, in addition, the nut 53 is locked too tightly, so that the side, far away from the inverted ridge template 2, of the square tube is slightly deformed to counteract the locking force of the nut 53, and the influence on the inverted ridge template 2 during fixation can be avoided.
3. The pressing piece 4 and the fixing component 5 are symmetrically distributed on the axial section of the inverted ridge template 2 in the vertical direction, so that the stress on two sides of the inverted ridge template 2 is uniform, and the influence on the inverted ridge template 2 during fixing can be avoided.
4. The operator pulls the pressing piece 4 to deform the spring 58, the pressing piece 4, the second connecting rod 56 and the third connecting rod 57 are sleeved on the outer sides of the first back ridge 3 and the back ridge template 2, the second hook-shaped part is hung on the second fixing leg 54, and the fixing of the back ridge template 2 through the fixing assembly 5 can be achieved quickly by loosening the pressing piece 4.
While the foregoing is directed to the preferred embodiments of the present invention, it should be noted that modifications and variations could be made by those skilled in the art without departing from the principles of the present invention, and such modifications and variations are to be regarded as being within the scope of the invention.
Claims (5)
1. The inverted ridge structure is characterized by comprising a beam body, an inverted ridge template, a first back ridge, a plurality of pressing pieces and a plurality of fixing components, wherein the inverted ridge template is arranged in the first back ridge, the upper surface of the inverted ridge template is flush with the lower surface of the first back ridge and is abutted to the pressing pieces, one side surface of the inverted ridge template, which is far away from the pressing pieces, is abutted to the beam body, and the pressing pieces are detachably connected with the beam body through the fixing components;
the fixed subassembly includes second fixed foot, third fixed foot, second connecting rod, third connecting rod and spring, the suppression piece is including the first pole portion, second pole portion and the third pole portion that connect gradually, the both ends of second pole portion respectively in first pole portion the third pole portion is connected perpendicularly, the counter-bank template with the laminating of second pole portion, the second connecting rod with the third connecting rod is passed through respectively the spring with first pole portion the third pole portion is connected, the second connecting rod with the one end that the third connecting rod kept away from the spring respectively with the second fixed foot the third fixed foot is dismantled and is connected, the second fixed foot with the third fixed foot is located same horizontal plane and all with roof beam body fixed connection, the second fixed foot the third fixed foot all with Liang Tixing second through-hole, the second connecting rod with the one end that the third connecting rod kept away from the spring all is equipped with second hook portion, the second hook portion is worn to locate.
2. The structure of claim 1, wherein the pressing member is a square tube, and an extending direction of the square tube is perpendicular to an extending direction of the inverted ridge template.
3. The inverted ridge structure of claim 1 wherein the press and the fixing assembly are symmetrically distributed in an axial cross section of the inverted ridge form in a vertical direction.
4. A method of making a back ridge structure according to any one of claims 1-3, comprising the steps of:
setting a reverse bank template: setting a reverse bank template at the Liang Tishang at a position on the beam body after reverse bank forming;
positioning a reverse bank template: positioning the inverted ridge template in the horizontal direction through the first back ridge, covering a pressing piece on the first back ridge and the inverted ridge template, and fixing the pressing piece and the beam body relatively through a fixing assembly;
and (5) reversely shaping: pouring a pouring material into the inverse bank template, standing and cooling to form the inverse bank;
and (5) removing the reverse bank template: and sequentially removing the fixing assembly, the pressing piece and the first back edge.
5. The method of claim 4, further comprising the steps of:
fixing two ends of the reverse bank template: and (3) abutting two ends of the back ridge template with the wall column template and/or the top plate template, and fixing the back ridge template and/or the top plate template through a second back ridge or a pull tab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211148647.XA CN115478687B (en) | 2022-09-19 | 2022-09-19 | Inverse bank structure and construction scheme thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211148647.XA CN115478687B (en) | 2022-09-19 | 2022-09-19 | Inverse bank structure and construction scheme thereof |
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| Publication Number | Publication Date |
|---|---|
| CN115478687A CN115478687A (en) | 2022-12-16 |
| CN115478687B true CN115478687B (en) | 2024-03-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202211148647.XA Active CN115478687B (en) | 2022-09-19 | 2022-09-19 | Inverse bank structure and construction scheme thereof |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6852935B1 (en) * | 2020-01-03 | 2021-03-31 | ▲広▼州大学 | Connection structure and mounting method of concrete slab and steel beam |
| CN213015426U (en) * | 2020-04-21 | 2021-04-20 | 浙江恒铝科技发展有限公司 | Aluminum alloy template back ridge assembly applied to building reverse ridge |
| CN213509591U (en) * | 2020-09-16 | 2021-06-22 | 广西谊科建筑技术发展有限公司 | Reverse bank is along with wall and is pour reinforcing apparatus |
| CN216587676U (en) * | 2021-04-02 | 2022-05-24 | 中建四局土木工程有限公司 | Anti-permeability template device that anti-bank of basement outer wall can have enough to meet need and utilize |
| CN216587710U (en) * | 2021-12-20 | 2022-05-24 | 深圳市胜德建筑科技有限公司 | Modular anti-bank reinforced structure of aluminum alloy template |
-
2022
- 2022-09-19 CN CN202211148647.XA patent/CN115478687B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6852935B1 (en) * | 2020-01-03 | 2021-03-31 | ▲広▼州大学 | Connection structure and mounting method of concrete slab and steel beam |
| CN213015426U (en) * | 2020-04-21 | 2021-04-20 | 浙江恒铝科技发展有限公司 | Aluminum alloy template back ridge assembly applied to building reverse ridge |
| CN213509591U (en) * | 2020-09-16 | 2021-06-22 | 广西谊科建筑技术发展有限公司 | Reverse bank is along with wall and is pour reinforcing apparatus |
| CN216587676U (en) * | 2021-04-02 | 2022-05-24 | 中建四局土木工程有限公司 | Anti-permeability template device that anti-bank of basement outer wall can have enough to meet need and utilize |
| CN216587710U (en) * | 2021-12-20 | 2022-05-24 | 深圳市胜德建筑科技有限公司 | Modular anti-bank reinforced structure of aluminum alloy template |
Also Published As
| Publication number | Publication date |
|---|---|
| CN115478687A (en) | 2022-12-16 |
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