CN114622716A - Renewable energy-saving building template and disassembly and assembly method thereof - Google Patents
Renewable energy-saving building template and disassembly and assembly method thereof Download PDFInfo
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- CN114622716A CN114622716A CN202210269905.3A CN202210269905A CN114622716A CN 114622716 A CN114622716 A CN 114622716A CN 202210269905 A CN202210269905 A CN 202210269905A CN 114622716 A CN114622716 A CN 114622716A
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- 238000000034 method Methods 0.000 title claims description 18
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 70
- 239000010959 steel Substances 0.000 claims abstract description 70
- 230000001172 regenerating effect Effects 0.000 claims abstract description 17
- 239000002356 single layer Substances 0.000 claims abstract description 11
- 239000010410 layer Substances 0.000 claims abstract description 10
- 230000007246 mechanism Effects 0.000 claims description 24
- 238000009434 installation Methods 0.000 claims description 12
- 230000008929 regeneration Effects 0.000 claims description 2
- 238000011069 regeneration method Methods 0.000 claims description 2
- 238000005452 bending Methods 0.000 claims 1
- 238000009415 formwork Methods 0.000 claims 1
- 238000000465 moulding Methods 0.000 claims 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 12
- 229910052782 aluminium Inorganic materials 0.000 description 12
- 238000010276 construction Methods 0.000 description 10
- 239000002023 wood Substances 0.000 description 6
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 4
- 235000017491 Bambusa tulda Nutrition 0.000 description 4
- 241001330002 Bambuseae Species 0.000 description 4
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 4
- 239000011425 bamboo Substances 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 239000011120 plywood Substances 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 239000004411 aluminium Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000009646 cyclic growth Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- 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
-
- 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
-
- 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
- E04G17/001—Corner fastening or connecting means for forming or stiffening elements
-
- 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
- E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
-
- 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
- E04G19/00—Auxiliary treatment of forms, e.g. dismantling; Cleaning devices
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/08—Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A regenerative energy-saving building steel template comprises a first template and a second template, wherein the first template is a flat plate, first connecting teeth are arranged on the periphery of the first template, the second template is a right-angle bent plate, and second connecting teeth are arranged on the periphery of the second template; a plurality of first templates and four second templates form a single-layer template through mutual occlusion connection between the first connecting teeth and the second connecting teeth, and the multi-layer templates form occlusion connection through the first connecting teeth and the second connecting teeth at the upper end and the lower end. By adopting the structure, the thin steel plate is manufactured into the small modular steel templates with general models or special models, and then the plurality of small modular steel templates are lapped together according to the corresponding joints through the tenon-and-mortise-shaped connectors with the self-locking function, so that the aim of combining according to actual requirements is fulfilled, and the problem that the conventional templates are inconvenient to hammer and remove is solved.
Description
Technical Field
The invention relates to the field of steel templates, in particular to a regenerative energy-saving building steel template and a dismounting method thereof.
Background
In the field of building engineering, about 5.85 hundred million square meters of templates are required to be used every year, wherein about 3 hundred million square meters of wood plywood, about 1.53 hundred million square meters of steel templates and 1.22 hundred million square meters of market scale of bamboo plywood templates are required, because the bamboo (wood) plywood consumes a large amount of bamboo (wood) resources and is not in time for cyclic growth, ecological vegetation is seriously influenced, and the policy or trend that the bamboo (wood) templates exit the market is established in all places at present.
Although China called 'steel replacing wood' in house construction engineering construction during the seventies of the last century, steel templates cannot be widely applied to house construction engineering construction due to the problems of high cost of steel templates, quite heavy use due to limited manufacturing level at that time and the like, and aluminum templates replacing steel templates and wood templates from the beginning of the century are applied to house construction engineering construction.
The existing aluminum template has the following defects and shortcomings:
1. the production process of the aluminum template is complex, the aluminum template needs to be manufactured in a casting mode and polished to reach the use standard, and the aluminum template is not easy to repair after being damaged in use and can only be produced again in a factory.
2. Because the cost of the aluminum material raw material is high, the production cost of the aluminum die is very high, the cost of one square reaches over 1200 yuan, and the aluminum die does not accord with the concept of green energy-saving building.
3. The installation of aluminium mould mainly leans on special hasp and clamp to connect and press from both sides tightly, and the installation is comparatively complicated, and runs the mould and expand the mould phenomenon often, and the installation has certain degree of difficulty.
4. Because the current architectural design does not completely adopt standard sizes, the sizes of aluminum molds are generally large in production and cannot be disassembled, large and small, and therefore, aluminum templates need to be customized according to the design sizes in different drawing designs.
5. In the process of dismounting and mounting a conventional template, in order to ensure smooth connection of interfaces of adjacent templates, hammering is generally required, and particularly, when the template is dismounted, the hammering and the mould dismounting can be realized only after the template is erected through a support frame because the existing template is on the same plane.
Disclosure of Invention
The invention aims to solve the technical problem of providing a renewable energy-saving building template and a dismounting method thereof.
In order to solve the technical problems, the technical scheme adopted by the invention is as follows: a regenerative energy-saving building steel template comprises a first template and a second template, wherein the first template is a flat plate, first connecting teeth are arranged on the periphery of the first template, the second template is a right-angle bent plate, and second connecting teeth are arranged on the periphery of the second template;
the first templates and the four second templates are mutually connected in an occlusion way through the first connecting teeth and the second connecting teeth to form single-layer templates, and the multi-layer templates are mutually connected in an occlusion way through the first connecting teeth and the second connecting teeth at the upper end and the lower end.
In an optimized scheme, the outer right-angle surface of the second template is provided with a bent plate which is of an L-shaped right-angle plate structure, two bent plates are arranged on a single second template, and the two bent plates are respectively welded and fixed on the outer wall of the second template at positions close to the upper end and the lower end.
In a preferable scheme, a reinforced steel pipe is arranged outside the multilayer template and penetrates through the bent plate.
In the preferable scheme, two mutually perpendicular adjusting mechanisms are arranged on the single bent plate, steel pipe hoops are arranged on the adjusting mechanisms, and a single reinforcing steel pipe penetrates through the two steel pipe hoops on the same side of the template to realize fixation.
In the preferred scheme, adjustment mechanism including setting up the opening on the bent plate, be equipped with the slider in the opening, the steel pipe hoop sets up on the slider, wears to be equipped with the threaded rod of perpendicular to template outer wall in the opening, the threaded rod pass the slider and with between the slider threaded connection, the one side that the template was kept away from to the threaded rod is worn to establish to the bent plate outside one side.
In a preferred embodiment, the width of the opening is greater than the thickness of the first template and the second template.
In a preferred scheme, two steel pipe hoops arranged on two sliding blocks in the single bent plate are respectively positioned on the top surface and the bottom surface of the two sliding blocks.
In the preferred scheme, the middle part of the reinforced steel pipe is provided with a base plate, the base plate is an arc plate with a central angle larger than 180 degrees, and the outer arc surface of the base plate is welded on the outer wall of the first template.
The template installation method based on the regenerative energy-saving building steel template comprises the following steps:
1) erecting a first template at one side of the bottommost layer;
2) the two second templates are installed on the two sides of the first template through the occlusion of the first connecting teeth on the two sides of the first template and the second connecting teeth on the two sides of the second template;
3) at least one first template is respectively arranged on two sides of the two second templates;
4) installing the remaining two second templates according to the step 2);
5) after the installation of the remaining two second templates is finished, installing the last first template between the two second templates;
6) adjusting the adjusting mechanism in the installed single-layer template to align the steel pipe hoops with the corresponding base plate central shafts respectively;
6) inserting and installing reinforced steel pipes in the two aligned steel pipe hoops and the base plate;
7) rotating the threaded rod in the adjusting mechanism to enable the sliding block to tightly push the backing plate towards the direction of the template;
8) and repeating the steps to complete the installation operation of the subsequent template layer.
The template dismantling method based on the regenerative energy-saving building steel template comprises the following steps of:
1) reversely rotating the two threaded rods on the same side of the two adjusting mechanisms to enable the sliding block to continuously move to the direction of the template to the maximum forming position;
2) in the moving process, the reinforcing steel pipe applies pressure to the backing plate in the direction towards the outer part of the template to pull the first template to move horizontally until the first template falls off from between two adjacent second templates, and the second templates automatically fall off;
3) repeating the steps to complete the removal of the plurality of first templates and the second templates in the single-layer template;
4) the reinforced steel pipe is pulled away from the steel pipe hoop and the base plate;
5) and recovering the first template and the second template.
The regenerative energy-saving building template and the dismounting method thereof provided by the invention have the following beneficial effects by adopting the structure:
(1) the size of the template can be adjusted according to the actual construction requirement, and different construction requirements can be met by increasing the number of the first templates in the single-layer template;
(2) the reinforced steel pipe can be ensured to compress the template through the adjusting mechanism, and the condition that the concrete runs out of the mold and expands the mold is avoided;
(3) when the template is detached, the pulling base plate and the first template can be driven to move through the adjusting mechanism, the second template is positioned through the bent plate, the first template and the second template can be rapidly detached, and hammering detachment is not needed.
Drawings
The invention is further illustrated with reference to the following figures and examples:
fig. 1 is a schematic view of the vertical explosion structure of the present invention.
Fig. 2 is a schematic view of a vertical assembly structure of the present invention.
Fig. 3 is a schematic top view of the present invention.
FIG. 4 is a schematic view of a bent plate joint structure according to the present invention.
In the figure: the device comprises a first template 1, a first connecting tooth 101, a second template 2, a second connecting tooth 201, a bent plate 3, a reinforced steel pipe 4, an adjusting mechanism 5, a backing plate 6, an opening 7, a sliding block 8, a threaded rod 9 and a steel pipe hoop 10.
Detailed Description
Example 1:
the utility model provides a regeneration energy-conserving building steel form, includes first template 1 and second template 2, its characterized in that: the first template 1 is a flat plate, first connecting teeth 101 are arranged on the periphery of the first template 1, the second template 2 is a right-angle bent plate, and second connecting teeth 201 are arranged on the periphery of the second template 2;
the first templates 1 and the four second templates 2 are mutually connected in an occlusion way through the first connecting teeth 101 and the second connecting teeth 201 to form single-layer templates, and the multi-layer templates are mutually connected in an occlusion way through the first connecting teeth 101 and the second connecting teeth 201 at the upper end and the lower end.
In the preferred scheme, the outer right-angle surface of the second template 2 is provided with a bent plate 3, the bent plate 3 is of an L-shaped right-angle plate-shaped structure, the single second template 2 is provided with two bent plates 3, and the two bent plates 3 are respectively welded and fixed on the outer wall of the second template 2 and are close to the upper end and the lower end.
In a preferable scheme, a reinforced steel pipe 4 is arranged outside the multilayer template, and the reinforced steel pipe 4 penetrates through the bent plate 3.
In the preferred scheme, two mutually perpendicular adjusting mechanisms 5 are arranged on a single bent plate 3, a steel pipe hoop 10 is arranged on each adjusting mechanism 5, and a single reinforced steel pipe 4 penetrates through the two steel pipe hoops 10 on the same side of the template to realize fixation.
In the preferred scheme, adjustment mechanism 5 including setting up opening 7 on bent plate 3, be equipped with slider 8 in the opening 7, steel pipe hoop 10 sets up on the slider, wears to be equipped with the threaded rod 9 of perpendicular to template outer wall in the opening 7, threaded rod 9 pass slider 8 and with slider 8 between threaded connection, threaded rod 9 keep away from the template one side wear to establish to bent plate 3 outside one side.
In a preferred embodiment, the width of the opening 7 is larger than the thickness of the first template 1 and the second template 2.
In a preferred scheme, two steel pipe clamps 10 arranged on two sliding blocks 8 in the single bent plate 3 are respectively positioned on the top surface and the bottom surface of the two sliding blocks 8.
In the preferred scheme, the middle of the reinforced steel pipe 4 is provided with a base plate 6, the base plate 6 is an arc plate with a central angle larger than 180 degrees, and the outer arc surface of the base plate 6 is welded on the outer wall of the first template 1.
Example 2:
on the basis of the embodiment 1, the installation operation of the regenerative energy-saving building steel template is carried out by adopting the following method:
1) erecting a first template 1 at one side of the bottommost layer;
2) the two second templates 2 are installed on the two sides of the first template 1 by the occlusion of the first connecting teeth 101 on the two sides of the first template 1 and the second connecting teeth 201 on the two sides of the second template 2;
3) at least one first template 1 is respectively arranged on two sides of the two second templates 2;
4) installing the remaining two second templates 2 according to the step 2);
5) after the installation of the remaining two second templates 2 is finished, installing the last first template 1 between the two second templates 2;
6) adjusting the adjusting mechanisms 5 in the installed single-layer templates to enable the steel pipe hoops 10 to be respectively aligned with the central axes of the corresponding backing plates (6);
6) inserting and installing the reinforced steel pipes 4 in the two aligned steel pipe hoops 10 and one backing plate 6;
7) rotating a threaded rod 9 in the adjusting mechanism 5 to enable a sliding block 8 to tightly push the base plate 6 towards the direction of the template;
8) and repeating the steps to complete the installation operation of the subsequent template layer.
Example 2:
on the basis of the embodiment 1, the following method is adopted to carry out the dismantling operation of the regenerative energy-saving building steel template:
1) reversely rotating the two threaded rods 9 on the same side of the two adjusting mechanisms 5 to enable the slide block 8 to continuously move to the maximum forming position in the direction of the template;
2) in the moving process, the reinforced steel pipe 4 applies pressure to the backing plate 6 in the direction of the outer part of the template to pull the first template 1 to move horizontally until the first template 1 falls off from the space between two adjacent second templates 2, and the second templates 2 automatically fall off;
3) repeating the steps to complete the removal of the plurality of first templates 1 and the second templates 2 in the single-layer template;
4) the reinforced steel pipe 4 is pulled away from the steel pipe hoop 10 and the backing plate 6;
5) the first template 1 and the second template 2 are collected.
This application adopts above-mentioned structure and method to the steel form has replaced current aluminium template, has effectively reduced template construction cost, relies on adjustment mechanism 5 that designs in addition, has ensured the stability of template in the construction of pouring, has avoided the condition of running the mould and rising the mould to take place. In addition, adjustment mechanism 5 in this application has compromise the template and has demolishd the function, because adopt mortise and tenon joint between the template, when carrying out the hammering and demolishs, causes the card very easily and pause, damages the template. When the adjusting mechanism 5 is used for removing the template, the threaded rod 9 rotates to drive the sliding block 8 to move, so that on one hand, the damage to the template is avoided, on the other hand, the relationship between the rotating speed and the demolding speed can be adjusted through the thread density, and for direct hammering, the slow drawing demolding is safer and more effective for the template.
In the demolding process, the threaded rod 9 is rotated by using a corresponding auxiliary tool preferentially, so that the problems of asynchronism and difficulty caused by manual torsion are avoided.
Claims (10)
1. The utility model provides a regeneration energy-conserving building steel form, includes first template (1) and second template (2), its characterized in that: the first template (1) is a flat plate, first connecting teeth (101) are arranged on the periphery of the first template (1), the second template (2) is a right-angle bent plate, and second connecting teeth (201) are arranged on the periphery of the second template (2);
a plurality of first template (1) and four second templates (2) form single-layer template through mutual interlock connection between first connection tooth (101), second connection tooth (201), constitute interlock connection through first connection tooth (101), the second connection tooth (201) at upper and lower both ends between the multilayer template each other.
2. The regenerative energy-saving building steel template as claimed in claim 1, wherein: the outer right angle face of second template (2) on be equipped with bent plate (3), bent plate (3) are the right angle platelike structure of "L" shape, be equipped with two bent plates (3) on single second template (2), two bent plates (3) welded fastening respectively are on the position that is close to upper and lower both ends on second template (2) outer wall.
3. The regenerative energy-saving building steel template as claimed in claim 1, wherein: the multi-layer template is externally provided with a reinforced steel pipe (4), and the reinforced steel pipe (4) penetrates through the bent plate (3).
4. The regenerative energy-saving building steel template as claimed in claim 3, wherein: the single-block bending plate (3) is provided with two mutually perpendicular adjusting mechanisms (5), the adjusting mechanisms (5) are provided with steel pipe hoops (10), and a single reinforced steel pipe (4) penetrates through the two steel pipe hoops (10) on the same side of the template to realize fixation.
5. The regenerative energy-saving building steel template as claimed in claim 4, wherein: adjustment mechanism (5) including setting up opening (7) on bent plate (3), be equipped with slider (8) in opening (7), steel pipe hoop (10) set up on the slider, wear to be equipped with threaded rod (9) of perpendicular to template outer wall in opening (7), threaded rod (9) pass between slider (8) and slider (8) threaded connection, threaded rod (9) keep away from the one side of template and wear to establish outside bent plate (3) one side.
6. The regenerative energy-saving building steel template as claimed in claim 5, wherein: the width of the opening (7) is larger than the thickness of the first template (1) and the second template (2).
7. The regenerative energy-saving building steel template as claimed in claim 5, wherein: two steel pipe hoops (10) arranged on two sliding blocks (8) in the single bent plate (3) are respectively positioned on the top surface and the bottom surface of the two sliding blocks (8).
8. The regenerative energy-saving building steel template as claimed in claim 3, wherein: the middle of the reinforced steel pipe (4) is provided with a base plate (6), the base plate (6) is an arc plate with a central angle larger than 180 degrees, and the outer arc surface of the base plate (6) is welded on the outer wall of the first template (1).
9. The method for dismounting the steel formwork of the regenerative energy-saving building based on any one of claims 1 to 8 is characterized in that:
the template installation comprises the following steps:
1) erecting a first template (1) on one side of the bottommost layer;
2) the two second templates (2) are installed on the two sides of the first template (1) through the occlusion of the first connecting teeth (101) on the two sides of the first template (1) and the second connecting teeth (201) on the two sides of the second template (2);
3) at least one first template (1) is respectively arranged on two sides of the two second templates (2);
4) installing the remaining two second templates (2) according to the step 2);
5) after the installation of the remaining two second templates (2) is finished, installing the last first template (1) between the two second templates (2);
6) adjusting an adjusting mechanism (5) in the installed single-layer template to enable the steel pipe hoops (10) to be aligned with the central axes of the corresponding base plates (6) respectively;
6) inserting and installing the reinforced steel pipe (4) in the two aligned steel pipe hoops (10) and one backing plate (6);
7) rotating a threaded rod (9) in the adjusting mechanism (5) to enable a sliding block (8) to tightly push the base plate (6) towards the direction of the template;
8) and repeating the steps to complete the installation operation of the subsequent template layer.
10. The method for dismounting the regenerative energy-saving building steel molding plate based on any one of claims 1 to 8 is characterized in that:
the template dismantling method comprises the following steps:
1) reversely rotating the two threaded rods (9) of the two adjusting mechanisms (5) on the same side to enable the sliding block (8) to continuously move to the maximum forming position in the direction of the template;
2) in the moving process, the reinforced steel pipe (4) applies pressure to the backing plate (6) in the direction of the outer part of the template to pull the first template (1) to move horizontally until the first template (1) falls off from the space between two adjacent second templates (2), and the second templates (2) automatically fall off;
3) repeating the steps to complete the form removal of the first templates (1) and the second templates (2) in the single-layer template;
4) the reinforced steel pipe (4) is pulled away from the steel pipe hoop (10) and the base plate (6);
5) and recovering the first template (1) and the second template (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210269905.3A CN114622716A (en) | 2022-03-18 | 2022-03-18 | Renewable energy-saving building template and disassembly and assembly method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210269905.3A CN114622716A (en) | 2022-03-18 | 2022-03-18 | Renewable energy-saving building template and disassembly and assembly method thereof |
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| CN114622716A true CN114622716A (en) | 2022-06-14 |
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| CN202210269905.3A Pending CN114622716A (en) | 2022-03-18 | 2022-03-18 | Renewable energy-saving building template and disassembly and assembly method thereof |
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| CN (1) | CN114622716A (en) |
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| CN109577648A (en) * | 2018-12-12 | 2019-04-05 | 中建四局第六建筑工程有限公司 | A kind of connection structure of outer wall template bottom |
| CN210622306U (en) * | 2019-07-10 | 2020-05-26 | 浙江中清大建筑产业化有限公司 | Assembly type floor post-cast strip template splicing structure |
| CN211622590U (en) * | 2019-10-24 | 2020-10-02 | 中国水利水电第十四工程局有限公司 | Cast-in-place reinforced concrete shear wall construction formwork end reinforcing apparatus |
| CN212773490U (en) * | 2020-05-20 | 2021-03-23 | 江苏新大高空工程有限公司 | Concrete form external corner reinforcing apparatus |
| CN214144742U (en) * | 2020-11-09 | 2021-09-07 | 广东省源天工程有限公司 | Integral aluminium mould supporting device |
| CN214144673U (en) * | 2020-11-18 | 2021-09-07 | 宜昌天勤建筑模板有限公司 | Combined house building steel formwork based on mortise-tenon joint |
| CN216038189U (en) * | 2021-07-19 | 2022-03-15 | 云南宏泰建筑劳务有限公司 | Building construction steel pipe hoist and mount fixing device |
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