CN110886485A - Early-dismantling aluminum alloy template supporting structure - Google Patents
Early-dismantling aluminum alloy template supporting structure Download PDFInfo
- Publication number
- CN110886485A CN110886485A CN201911249322.9A CN201911249322A CN110886485A CN 110886485 A CN110886485 A CN 110886485A CN 201911249322 A CN201911249322 A CN 201911249322A CN 110886485 A CN110886485 A CN 110886485A
- Authority
- CN
- China
- Prior art keywords
- floor
- head
- aluminum
- keel
- support
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 229910000838 Al alloy Inorganic materials 0.000 title claims abstract description 37
- 229910052782 aluminium Inorganic materials 0.000 claims abstract description 50
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims abstract description 50
- 238000009415 formwork Methods 0.000 claims abstract description 36
- 210000000078 claw Anatomy 0.000 claims abstract description 29
- 238000003466 welding Methods 0.000 claims description 2
- 239000012634 fragment Substances 0.000 claims 4
- 238000010276 construction Methods 0.000 description 15
- AZDRQVAHHNSJOQ-UHFFFAOYSA-N alumane Chemical group [AlH3] AZDRQVAHHNSJOQ-UHFFFAOYSA-N 0.000 description 5
- 238000005260 corrosion Methods 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 3
- 238000005520 cutting process Methods 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 3
- 239000002023 wood Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000004411 aluminium Substances 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 239000004566 building material Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000011084 recovery Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 238000009430 construction management Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
Images
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
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/38—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for plane ceilings of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
-
- 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
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
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
The invention relates to an early-dismantling aluminum alloy template supporting structure which comprises a keel, a dragon claw, a floor supporting head, a fifth aluminum template, a sixth aluminum template, a connecting rod, a floor single-oblique-head keel, a floor double-oblique-head keel, a supporting column connector and a pin or a bolt. The floor single-oblique-head keel and the floor double-oblique-head keel are installed on the bottom surface of a floor slab or a beam, the floor supporting head is connected with the adjustable aluminum alloy supporting column through the supporting column connector, after the adjustable aluminum alloy supporting column is adjusted to enable the top surface of the floor supporting head to reach the required height, the floor single-oblique-head keel and the floor double-oblique-head keel are respectively connected with the floor supporting head through the dragon claws and the connecting rods to form a supporting structure, then a fifth aluminum formwork and a sixth aluminum formwork are connected, and the aluminum alloy formwork structure required by the concrete structure is completed. The early-dismantling aluminum alloy formwork support structure forms an integral frame after being assembled, and is good in stability and large in bearing capacity.
Description
Technical Field
The invention belongs to the field of construction of building templates, and particularly relates to an early-dismantling aluminum alloy template supporting structure.
Background
With the development of national economy and the gradual improvement of the living standard of people, the requirements of people on living and working places are continuously improved. There is a need to develop new building materials and products with multifunction and high efficiency to meet the requirements of social progress. By using the novel building material and the product, the function of the building can be obviously improved, the construction efficiency is improved, and the construction cost can be reduced under the same condition.
The traditionally used support forms are wood forms, steel forms, plastic forms, all of which have their own disadvantages: the wood template has low strength, is not waterproof, is easy to mildew and rot, has low reuse rate, needs to consume wood resources, and is not beneficial to the protection of ecological environment and forest resources; the steel template is too heavy, needs mechanical equipment for assistance in construction, is easy to rust and corrode, is easy to adhere to concrete in the concrete pouring process, and is difficult to demould; the plastic template has poor rigidity, easy deformation and high cost.
The supporting system plays a supporting role in the construction process of a concrete structure, and the supporting stability of the floor, the beam bottom and the cantilever structure is ensured.
Disclosure of Invention
The invention aims to provide an early-dismantling aluminum alloy formwork supporting structure, wherein a pin or a bolt is used for hole-to-hole connection and locking between each formwork, so that the required bearing strength and shape and size can be still ensured after concrete is poured, and an integral frame is formed after assembly is completed, thereby achieving the supporting stability and solving the problems in the prior art.
The technical solution of the invention is as follows:
an early-dismantling aluminum alloy template supporting structure comprises keels, dragon claws, floor supporting heads, a fifth aluminum template, a sixth aluminum template, connecting rods, floor single-oblique-head keels, floor double-oblique-head keels, supporting column connectors and pins or bolts;
the fifth aluminum template is in a shape enclosed by four side plates, wherein two adjacent side plates are provided with notches, and the fifth aluminum template is arranged at the lower corner where the wall or the upright post is connected with the floor slab or the beam;
the sixth aluminum template is in a long and narrow bow shape, a plurality of vertical convex rods at intervals are arranged on the inner surface of the bow-shaped body, and the sixth aluminum template is arranged on the surface of a wall or an upright post and the bottom surface of a floor slab or a beam;
the cross section of the keel is in a bow shape and is provided with a bottom foot, and the keel is arranged on the bottom surface of the floor slab or the beam, is positioned between the two sixth aluminum templates and is fastened by pins or bolts;
the cross section of the dragon claw is provided with two parallel supporting edges, the bottom ends of the supporting edges are folded outwards, the top ends of the supporting edges are provided with cover plates, two sides of each cover plate extend outwards respectively, bulges are arranged on the extending parts, and the bulges on two sides of each cover plate of the dragon claw are supported on the bottom feet of the keel; connecting rods are respectively arranged on the outer folding edges of the two supporting edges of the dragon claw and are connected through long pins;
the cross section of the floor support head is provided with a frame, the bottom surface of the frame is provided with two vertically parallel support edges, the bottom ends of the support edges are folded outwards, and the floor support head is arranged on the bottom surface of a floor slab or a beam and is positioned between two sixth aluminum templates; a support column connector is arranged in the middle of the two support edges of the floor support head, and connecting rods are respectively arranged on the outer folding edges of the two support edges of the floor support head and are connected through pins or bolts;
the connecting rod is in a bent bow shape, and the gap part of the bent bow shape is closely attached to the outer surfaces of the two supporting edges of the dragon claw or the floor supporting head;
the floor monocline keel and the floor double-oblique keel are installed on the bottom surface of a floor slab or a beam, the floor support head is connected with the adjustable aluminum alloy support column through the support column connector, after the adjustable aluminum alloy support column is adjusted to enable the top surface of the floor support head to reach the required height, the floor monocline keel and the floor double-oblique keel are respectively connected with the floor support head through the dragon claws and the connecting rods to form a support structure, and then a fifth aluminum formwork and a sixth aluminum formwork are connected to complete the aluminum alloy formwork structure required by the concrete structure.
The keel and the dragon claw are connected in a welding mode.
And each aluminum template is connected and locked hole to hole by using a pin or a bolt as a hole.
By adopting the early-dismantling aluminum alloy formwork supporting structure, the pins or bolts are used for hole-to-hole connection and locking between each formwork, so that the required bearing strength and shape and size can be still ensured after concrete is poured, and an integral frame is formed after assembly is completed, thereby achieving the supporting stability.
The early-dismantling aluminum alloy formwork support structure has the characteristics of corrosion resistance, high strength, high repeated utilization rate, environmental protection and the like, and is particularly characterized in that:
1. the pins or bolts are used for connecting and locking the holes of each template, so that the required bearing strength, shape and size can be still ensured after concrete is poured, and the aluminum template can be continuously recycled after demoulding.
2. The floor support head is connected with the adjustable aluminum alloy support column through the support column connector, and after the adjustable aluminum alloy support column is adjusted to enable the top surface of the floor support head to reach the required height, the floor single-oblique-head keel and the floor double-oblique-head keel are connected with the floor support head through the dragon claws and the connecting rods to form the support structure. Wherein, the keel is welded with the dragon claw, and the dragon claw is connected with the connecting rod by a long pin. And then connecting the fifth aluminum template and the sixth aluminum template to complete the aluminum alloy template structure required by the concrete structure.
3. After the assembly is finished, an integral frame is formed, the stability is very good, and the bearing capacity can reach 60KN per square meter.
4. When the strength of the floor slab and the beam concrete reaches C15, the fifth aluminum formwork and the sixth aluminum formwork can be dismantled, the dismantled aluminum formwork is transported to the upper layer of construction surface for assembly, the supporting structure does not need to be dismantled, only the formwork of one floor and the supports of two layers are used, the one-layer pouring speed can be realized within 3-4 days, the construction efficiency and the formwork turnover rate are improved, the repeated utilization rate of the aluminum formwork is high, the construction cost is reduced, and the economic benefit is remarkable.
5. The surface quality of the concrete after the form removal is smooth and clean, the requirements of the facing and the fair-faced concrete can be basically met, the plastering is not needed, the plastering cost can be saved, and the quality is effectively improved.
6. The early-dismantling aluminum alloy formwork supporting structure is made of recyclable high-strength aluminum alloy materials, is good in corrosion resistance, high in recovery value of produced metal aluminum, capable of being recycled, neat and orderly in construction site, free of waste materials and meeting the requirement of environmental protection efficiency.
7. The early-dismantling aluminum alloy formwork support structure has the characteristics of light weight, high strength, large bearing capacity, corrosion resistance, simple structure, firmness, reliability, convenience in installation and disassembly, and no limitation on the installation direction.
8. The processing and manufacturing of the early-dismantling aluminum alloy template supporting structure are completed in a factory, and the early-dismantling aluminum alloy template supporting structure is assembled in advance and then sent to a construction site for use, so that secondary cutting, cutting or re-drilling is not needed on the site, corresponding waste materials cannot be generated, and cutting noise cannot be generated. After the construction and the form removal, no garbage exists on the site, the construction environment is safe, clean and tidy, and the safe and civilized construction management on the site is facilitated.
9. All materials of the early-dismantling aluminum alloy template supporting structure are green and environment-friendly, are renewable materials, have a recovery rate of over 80 percent, and meet the national regulations on energy conservation, environmental protection, low carbon and emission reduction of building projects.
Drawings
FIG. 1 is a schematic view of an early-disassembled aluminum alloy formwork support structure of the present invention.
Fig. 2 is a sectional view taken along line a-a in fig. 1.
Fig. 3 is a sectional view taken along line B-B in fig. 1.
Fig. 4 is a schematic structural view of a fifth aluminum mold plate.
Fig. 5 is a schematic structural view of a sixth aluminum mold plate.
Figure 6 is a cross-sectional view of the keel.
Fig. 7 is a schematic cross-sectional view of the claw.
Figure 8 is a schematic cross-sectional view of a floor support head.
Fig. 9 is a schematic cross-sectional view of a connecting rod.
Reference numerals:
the keel structure comprises a keel 1, a keel 2, a keel claw 3, a floor support head 5, a fifth aluminum template 6, a sixth aluminum template 7, a connecting rod 8, a floor single-oblique-head keel 8, a floor double-oblique-head keel 9, a wall or an upright column 10, a floor or a beam 11, a support column connector 12 and a long pin 13.
Detailed Description
The invention is described in detail below with reference to the figures and examples.
Referring to fig. 1 to 3, the invention provides an early-dismantling aluminum alloy formwork support structure, which mainly comprises a keel 1, a dragon claw 2, a floor support head 3, a fifth aluminum formwork 5, a sixth aluminum formwork 6, a connecting rod 7, a floor single-oblique-head keel 8, a floor double-oblique-head keel 9, a support column connector 12 and a pin or a bolt.
Referring to fig. 4, the fifth aluminum form 5 is in a shape enclosed by four side plates, wherein two adjacent side plates are provided with notches. As shown in fig. 1, a fifth aluminium formwork 5 is provided at the lower corner where the wall or column 10 meets the floor or beam 11. In fig. 1, the fifth aluminum forms 5 are respectively disposed at the junction between the left end of the floor or beam 11 and the left side wall or pillar 10 and at the junction between the right end of the floor or beam 11 and the right side wall or pillar 10.
Referring to fig. 5, the sixth aluminum form 6 has a shape of a long narrow bow, and a plurality of vertically spaced protruding rods are provided on an inner surface of the bow. As shown in fig. 1 to 3, a sixth aluminum form 6 is installed on the surface of a wall or column 10 and the bottom surface of a floor slab or beam 11.
Referring to figure 6, the keel 1 is arcuate in cross-section and provided with feet. As shown in fig. 2, the keel 1 is installed on the bottom surface of the floor or beam 11 between the two sixth aluminum forms 6 and fastened by pins or bolts.
Referring to fig. 7, the section of the dragon claw 2 is provided with two parallel supporting edges, the bottom ends of the supporting edges are folded outwards, the top ends of the supporting edges are provided with cover plates, two sides of each cover plate extend outwards respectively, and protrusions are arranged on the extending parts. As shown in figure 2, the two side bulges of the cover plate of the dragon claw 2 are supported on the bottom foot of the keel 1. The outer folding edges of the two supporting edges of the dragon claw 2 are respectively provided with a connecting rod 7 and connected through a long pin 13.
Referring to fig. 8, the cross section of the floor support head 3 is provided with a frame, the bottom surface of the frame is provided with two vertical parallel support edges, and the bottom ends of the support edges are folded outwards. As shown in fig. 1 and 3, the floor support head 3 is mounted on the bottom surface of a floor slab or beam 11 and is located between two sixth aluminium formworks 6. A support column connector 12 is arranged in the middle of the two support edges of the floor support head 3. The outer folding edges of the two supporting edges of the floor supporting head 3 are respectively provided with a connecting rod 7 and connected through a pin or a bolt.
Referring to fig. 9, the connecting rod 7 has a curved shape, and as shown in fig. 1 and 2, the notch portion of the curved body is closely fitted to the outer surfaces of the two supporting sides of the claw 2. As shown in fig. 1 and 3, the notch of the curved bow is also closely attached to the outer surface of the two support sides of the floor support head 3.
Referring to fig. 1 to 3 again, the floor single-oblique-head keel 8 and the floor double-oblique-head keel 9 are installed on the bottom surface of a floor slab or a beam 11, the floor support head 3 is connected with an adjustable aluminum alloy support column through a support column connector 12, and after the adjustable aluminum alloy support column is adjusted to enable the top surface of the floor support head 3 to reach the required height, the floor single-oblique-head keel 8 and the floor double-oblique-head keel 9 are respectively connected with the floor support head 3 through a dragon claw 2 and a connecting rod 7 to form a support structure; and then connecting the fifth aluminum template 5 and the sixth aluminum template 6 to complete the aluminum alloy template structure required by the concrete structure.
In the early-dismantling aluminum alloy formwork supporting structure, the keel 1 and the claw 2 are in welded connection, and the claw 2 and the connecting rod 7 are in long pin connection. And pins or bolts are used for connecting and locking the aluminum templates in a hole-to-hole manner, so that the required bearing strength, shape and size can be still ensured after concrete is poured, and the aluminum templates can be continuously recycled after demolding.
After the early-dismantling aluminum alloy formwork supporting structure is assembled, an integral frame is formed, the stability is very good, and the bearing capacity can reach 60KN per square meter. When the strength of the floor slab and the beam concrete reaches C15, the fifth aluminum formwork and the sixth aluminum formwork can be dismantled, the dismantled aluminum formwork is transported to the upper layer of construction surface for assembly, the supporting structure does not need to be dismantled, only the formwork of one floor and the supports of two layers are used, the one-layer pouring speed can be realized within 3-4 days, the construction efficiency and the formwork turnover rate are improved, the repeated utilization rate of the aluminum formwork is high, the construction cost is reduced, and the economic benefit is remarkable.
Of course, those skilled in the art will recognize that the above-described embodiments are illustrative only and not intended to be limiting, and that changes, modifications, etc. to the above-described embodiments are intended to fall within the scope of the appended claims, provided they fall within the true spirit and scope of the present invention.
Claims (3)
1. The utility model provides an early tear aluminum alloy template bearing structure open which characterized in that: the building floor support comprises a keel (1), a dragon claw (2), a floor support head (3), a fifth aluminum template (5), a sixth aluminum template (6), a connecting rod (7), a floor single-oblique-head keel (8), a floor double-oblique-head keel (9), a support column connector (12) and pins or bolts;
the fifth aluminum template (5) is in a shape enclosed by four side plates, wherein two adjacent side plates are provided with notches, and the fifth aluminum template (5) is arranged at the lower corner of the joint of a wall or a column (10) and a floor slab or a beam (11);
the sixth aluminum template (6) is in a long and narrow bow shape, a plurality of vertical convex rods at intervals are arranged on the inner surface of the bow-shaped body, and the sixth aluminum template (6) is arranged on the surface of a wall or a column (10) and the bottom surface of a floor slab or a beam (11);
the cross section of the keel (1) is in a bow shape and is provided with a bottom foot, and the keel (1) is arranged on the bottom surface of the floor slab or the beam (11), is positioned between the two sixth aluminum templates (6) and is fastened by a pin or a bolt;
the cross section of the dragon claw (2) is provided with two parallel supporting edges, the bottom ends of the supporting edges are folded outwards, the top ends of the supporting edges are provided with cover plates, two sides of each cover plate extend outwards respectively, bulges are arranged on the extending parts, and the bulges on two sides of the cover plates of the dragon claw (2) are supported on the bottom feet of the keels (1); the outer folding edges of the two supporting edges of the dragon claw (2) are respectively provided with a connecting rod (7) and connected through a long pin nail (13);
the cross section of the floor support head (3) is provided with a frame, the bottom surface of the frame is provided with two vertically parallel support edges, the bottom ends of the support edges are folded outwards, and the floor support head (3) is arranged on the bottom surface of a floor slab or a beam (11) and is positioned between two sixth aluminum templates (6); a support column connector (12) is arranged in the middle of two support edges of the floor support head (3), and connecting rods (7) are respectively arranged on the outer folding edges of the two support edges of the floor support head (3) and are connected through pins or bolts;
the connecting rod (7) is in a bent bow shape, and the gap part of the bent bow shape is closely attached to the outer surfaces of the two supporting edges of the dragon claw (2) or the floor supporting head (3);
floor list oblique head fossil fragments (8) and floor two oblique head fossil fragments (9) are installed in the bottom surface of floor or roof beam (11), floor support head (3) are connected with adjustable aluminum alloy support column through support column connector (12), after adjustment adjustable aluminum alloy support column made floor support head (3) top surface reach required height, floor list oblique head fossil fragments (8) and floor two oblique head fossil fragments (9) are connected with floor support head (3) through dragon claw (2) and connecting rod (7) respectively, constitute bearing structure, then connect fifth aluminum mould board (5), sixth aluminum mould board (6), accomplish the required aluminum alloy template structure of concrete structure.
2. The early-dismantled aluminum alloy formwork support structure of claim 1, wherein: the keel (1) and the dragon claw (2) are connected in a welding mode.
3. The early-dismantled aluminum alloy formwork support structure of claim 1, wherein: and each aluminum template is connected and locked hole to hole by using a pin or a bolt as a hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911249322.9A CN110886485A (en) | 2019-12-10 | 2019-12-10 | Early-dismantling aluminum alloy template supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911249322.9A CN110886485A (en) | 2019-12-10 | 2019-12-10 | Early-dismantling aluminum alloy template supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110886485A true CN110886485A (en) | 2020-03-17 |
Family
ID=69751083
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911249322.9A Pending CN110886485A (en) | 2019-12-10 | 2019-12-10 | Early-dismantling aluminum alloy template supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110886485A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196231A (en) * | 2014-09-25 | 2014-12-10 | 成都市第六建筑工程公司 | Concrete floor aluminum alloy template and construction method thereof |
| CN204059940U (en) * | 2014-09-25 | 2014-12-31 | 成都市第六建筑工程公司 | A kind of concrete floor aluminum alloy mould plate |
| CN207348461U (en) * | 2017-09-24 | 2018-05-11 | 中铁四局集团建筑工程有限公司 | Aluminum alloy mould plate morning form removal support system |
| US20180355600A1 (en) * | 2014-03-04 | 2018-12-13 | Dongguan Shixi Intelligent Machine Manufacturing Co., Ltd. | Building structure and construction method for same |
| CN211447752U (en) * | 2019-12-10 | 2020-09-08 | 肇庆南亚环保铝模有限公司 | Early-dismantling aluminum alloy template supporting structure |
-
2019
- 2019-12-10 CN CN201911249322.9A patent/CN110886485A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20180355600A1 (en) * | 2014-03-04 | 2018-12-13 | Dongguan Shixi Intelligent Machine Manufacturing Co., Ltd. | Building structure and construction method for same |
| CN104196231A (en) * | 2014-09-25 | 2014-12-10 | 成都市第六建筑工程公司 | Concrete floor aluminum alloy template and construction method thereof |
| CN204059940U (en) * | 2014-09-25 | 2014-12-31 | 成都市第六建筑工程公司 | A kind of concrete floor aluminum alloy mould plate |
| CN207348461U (en) * | 2017-09-24 | 2018-05-11 | 中铁四局集团建筑工程有限公司 | Aluminum alloy mould plate morning form removal support system |
| CN211447752U (en) * | 2019-12-10 | 2020-09-08 | 肇庆南亚环保铝模有限公司 | Early-dismantling aluminum alloy template supporting structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201714078U (en) | Internal corner component of aluminum alloy building engineering formwork | |
| CN102704684A (en) | Construction method for high-strength shaping combined template of plank frame of shear wall | |
| CN211447752U (en) | Early-dismantling aluminum alloy template supporting structure | |
| CN116145856A (en) | Assembled profiled steel sheet composite shear wall and construction method thereof | |
| CN202100001U (en) | Independent column system with aluminum alloy templates | |
| CN112609971A (en) | Combined stair template | |
| CN211143440U (en) | Assembled bidirectional steel bar truss floor | |
| CN204781960U (en) | High -rise building shear force wall movement joint department template is propped up and is established and reinforcement system | |
| CN110886485A (en) | Early-dismantling aluminum alloy template supporting structure | |
| CN101089329B (en) | Assemblied polyvinyl chloride building engineering shuttering | |
| CN214925383U (en) | Side mold for rough surface of prefabricated laminated slab | |
| CN211622347U (en) | Prefabricated combination stair part of assembled | |
| CN211949129U (en) | Hollow mould box for dense rib beam floor system | |
| CN210288825U (en) | Assembled and cast-in-situ combined beam plate structure | |
| CN209308275U (en) | A kind of fast-assembling for building exempts to tear beam form plate structure open | |
| CN206913375U (en) | A kind of wallboard mould section bar | |
| CN209364936U (en) | A kind of base mould for the hollow floor assembly case facilitating demoulding | |
| CN111139985A (en) | Prefabricated combination stair part of assembled | |
| CN102127965A (en) | Composite precast stressed template | |
| CN102409846B (en) | Hollow floor slab template for building and assembling method thereof | |
| CN111535581A (en) | Convenient and fast mounting and dismounting type combined prefabricated formwork applicable to building floor lowering position | |
| CN219343980U (en) | High-strength alloy template system | |
| CN213626655U (en) | Steel mould | |
| CN209364921U (en) | A kind of mold of hollow floor assembly case | |
| CN213290686U (en) | A production mould for coincide floor |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Country or region after: China Address after: 526238 Zhaoqing high tech Zone, Guangdong, A, north of the aluminum products workshop in Asia Aluminum industrial city. Applicant after: Zhaoqing Nanya Metal Development Co.,Ltd. Address before: 526238 Zhaoqing high tech Zone, Guangdong, A, north of the aluminum products workshop in Asia Aluminum industrial city. Applicant before: ZHAOQING NANYA ENVIRONMENTAL PROTECTION ALUMINUM MOULD CO.,LTD. Country or region before: China |