CN109826433A - A kind of all-steel big shuttering aluminium alloy bulkhead structure and production method - Google Patents
A kind of all-steel big shuttering aluminium alloy bulkhead structure and production method Download PDFInfo
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- CN109826433A CN109826433A CN201910181703.1A CN201910181703A CN109826433A CN 109826433 A CN109826433 A CN 109826433A CN 201910181703 A CN201910181703 A CN 201910181703A CN 109826433 A CN109826433 A CN 109826433A
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- Prior art keywords
- aluminum alloy
- mould plate
- corner brace
- alloy mould
- pin
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- 229910000838 Al alloy Inorganic materials 0.000 title claims abstract description 73
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 39
- 239000010959 steel Substances 0.000 title claims abstract description 39
- 238000009416 shuttering Methods 0.000 title claims abstract description 34
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 6
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims abstract description 39
- 229910052782 aluminium Inorganic materials 0.000 claims abstract description 39
- 238000010276 construction Methods 0.000 claims abstract description 19
- 238000004513 sizing Methods 0.000 claims description 41
- 230000002787 reinforcement Effects 0.000 claims description 11
- 239000007787 solid Substances 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 2
- 238000000465 moulding Methods 0.000 abstract description 4
- 238000005516 engineering process Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 229910045601 alloy Inorganic materials 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007598 dipping method Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of all-steel big shuttering aluminium alloy bulkhead structure and production method, it is the completely new supporting construction of one kind of building trade all-steel big shuttering processing, it is characterized in that bulkhead on the basis of aluminum alloy mould plate support system, in such a way that standard is formed aluminum alloy mould plate, aluminum corner brace, pin, key combination as all-steel big shuttering at the ends such as wall position.The present invention replaces traditional large steel moulding plate as template end part plug by using aluminum alloy mould plate support system technology, it has utmostly played aluminum alloy mould plate light weight, dismounting simply and has set up high-efficient advantage, solved the construction difficult problems such as traditional large steel moulding plate quality is heavy, machinery handling is cumbersome and construction speed is slow.
Description
Technical field
The present invention is the completely new temporary support structures production method of one kind of building trade all-steel big shuttering processing, described complete
Steel gang form aluminium alloy bulkhead is mainly used in building body concrete structure construction temporary supporting.
Background technique
Important component of traditional all-steel big shuttering as rigidity building template support system, because it has higher rigidity
With intensity, does not run the features such as the not swollen mould flatness of mould is good, and Forming Quality is high and applied by construction industry main body concrete structure cast in situs
Work is widely applied.But the form of construction work that its vertical member and horizontal member are separately constructed, causes construction speed slower, and template compared with
Big heavier, climate, mechanical equipment influence the defects of more and also denounce by industry always, are not suitable for making during trying to meet the deadline for the project
With.In response to this problem, the present invention weighs large steel moulding plate wall end part plug using aluminum alloy mould plate support system technology
It newly designs and produces, utmostly played aluminum alloy mould plate light weight, dismounting simply and sets up high-efficient advantage, solve biography
The construction difficult problems such as heavy, the mechanical handling of large steel moulding plate quality of uniting is cumbersome and construction speed is slow.
Summary of the invention
The purpose of the present invention is to solve traditional all-steel big shutterings to erect in concrete structure cast in situs work progress
It separately constructs to component with horizontal member, template is larger heavier, and climate, the influence of mechanical equipment many factors lead to construction speed
Slow equal construction difficult problems, under the premise of guaranteeing concrete engineering quality and construction safety, accelerate concrete structure construction progress and
Reduce engineering construction cost.
Technical solution of the present invention: a kind of all-steel big shuttering aluminium alloy bulkhead structure and production method, it is characterized in that in aluminium
On the basis of alloy templates support system, the conduct in such a way that standard is formed aluminum alloy mould plate, aluminum corner brace, pin, key combination
Bulkhead of the all-steel big shuttering at the ends such as wall position；
Sizing aluminum alloy mould plate can take into account inhomogeneity thickness of wall body mould according to the versatility feature of construction aluminum dipping form board member
On the basis of plate construction, it is fabricated to and (A wide and B wide) is formed by the template of different in width.A wide/B wide sizing aluminum alloy mould plate can be single
Solely use.
A wide sizing aluminum alloy mould plate passes through with B wide sizing aluminum alloy mould plate, aluminum corner brace, all-steel big shuttering bracing reinforcement system
Pin connection, and fixation is stoppered with key, it enables aluminum alloy to bulkhead and all-steel big shuttering close and firm is installed, and have template branch
The due strength and stiffness of support body system；
Be formed aluminum alloy mould plate, aluminum corner brace and with all-steel big shuttering connecting portion pin hole aperture starting distance be 400~500mm,
500~600 mm of spacing, specific processing dimension and parameter can separately be determined according to on-site actual situations；Aluminum alloy mould plate of being formed is high
Degree is considered as the absolute altitude difference feature of index bed and non-standard layers, separately determines.
After sizing aluminum alloy mould plate is combined with aluminum corner brace connection, sizing aluminum alloy mould plate protrusion aluminum corner brace plan range is 20mm,
After aluminum corner brace and all-steel big shuttering bracing reinforcement system pin and the installation of key close and firm, i.e., the present invention is embedded into wall certainly
By end all-steel big shuttering plug construction part, concrete can be effectively prevent to pour the spillage phenomenon in process of vibrating.
A kind of all-steel big shuttering aluminium alloy bulkhead structure, it is characterized in that by sizing aluminum alloy mould plate, aluminum corner brace, pin, wedge
Piece composition, a side plate of the first sizing aluminum alloy mould plate are connect with a side plate of the second sizing aluminum alloy mould plate by pin
And fixation is stoppered with key；
Another side plate of first sizing aluminum alloy mould plate is connect by pin with the narrow arm of angle of the first aluminum corner brace and is stoppered with key
It is fixed；The wide arm of angle of first aluminum corner brace is connect by pin with the first all-steel big shuttering bracing reinforcement system and is stoppered with key solid
It is fixed；
Another side plate of second sizing aluminum alloy mould plate is connect by pin with the narrow arm of angle of the second aluminum corner brace and is stoppered with key
It is fixed；The wide arm of angle of second aluminum corner brace is connect by pin with the second all-steel big shuttering bracing reinforcement system and is stoppered with key solid
It is fixed；
One arm of angle width of the aluminum corner brace is 40mm, another arm of angle width is 65mm；Aluminum corner brace is equipped with a charge off nail hole.
Application method of the invention: it in all-steel big shuttering installing engineering, selects general in aluminum alloy mould plate support system
Typified form be combined and connect with key with pin (such as: A wide is formed the wide sizing aluminum alloy mould plate of aluminum alloy mould plate+B, A
The wide sizing aluminum alloy mould plate of width sizing aluminum alloy mould plate+A, the B wide sizing wide sizing aluminum alloy mould plate of aluminum alloy mould plate+B, this explanation
By taking the wide sizing aluminum alloy mould plate combination of A wide sizing aluminum alloy mould plate+B as an example), then the good aluminum corner brace of processing and fabricating is distinguished on both sides
It is attached with pin and key, forms aluminium alloy bulkhead.Then, then by aluminium alloy bulkhead and all-steel big shuttering supporter
System is combined installation.
The present invention is very convenient when installing and using, and not only facilitates the aesthetics for improving concrete structure, and utilize
The distinctive pin of aluminum alloy system, key connection type keep template assembly and disassembly easier, can be completely by artificial independent assembled.
Processing and fabricating of the present invention is simple, saves construction cost while easy to operate, business application with higher and
Promotional value.
Detailed description of the invention
Fig. 1 is overlooking structure figure of the invention；
Fig. 2 is aluminum corner brace structure chart of the invention；
Fig. 3 is sizing aluminum alloy mould plate Facad structure figure of the invention；
Fig. 4 is application schematic diagram of the invention；
Fig. 5 is the 3 d effect graph of aluminium alloy bulkhead structure in the present invention；
In figure, 1, aluminum corner brace, 2, pin hole (for placing pin), 3, standard be formed aluminum alloy mould plate, 4, key it is (mating with pin
Use, for fixing aluminum alloy pattern plate), 5, pin (being matched according to pin hole), 6, all-steel big shuttering bracing reinforcement system.
Specific embodiment
Shown in Fig. 1, Fig. 2, Fig. 3, the present invention improves on the basis of being in aluminum alloy mould plate support system.
Fig. 3 is sizing aluminum alloy mould plate A, B splicing front elevation in the present invention；Fig. 5 is sizing aluminium alloy mould in the present invention
3 d effect graph after the completion of plate, aluminum corner brace combination.
Embodiment: the present embodiment is that A wide sizing aluminum alloy mould plate is composed with B wide sizing aluminum alloy mould plate.A wide sizing
The width of aluminum alloy mould plate is (100mm), and the width of B wide sizing aluminum alloy mould plate is (110mm), A wide sizing aluminum alloy mould plate
It is in U-shape template with B wide sizing aluminum alloy mould plate, i.e., U-shaped template is constituted by intermediate transverse slat and both side plate.Intermediate transverse slat respectively with
Angle between both side plate is 90 degree.
One side plate of A wide sizing aluminum alloy mould plate is connect with a side plate of B wide sizing aluminum alloy mould plate by pin
And fixation is stoppered with key；
Another side plate of A wide sizing aluminum alloy mould plate is connect by pin with the narrow arm of angle of the first aluminum corner brace and is stoppered with key solid
It is fixed；The wide arm of angle of first aluminum corner brace is connect by pin with the first all-steel big shuttering bracing reinforcement system and stoppers fixation with key；
Another side plate of B wide sizing aluminum alloy mould plate is connect by pin with the narrow arm of angle of the second aluminum corner brace and is stoppered with key solid
It is fixed；The wide arm of angle of second aluminum corner brace is connect by pin with the second all-steel big shuttering bracing reinforcement system and stoppers fixation with key；
One arm of angle width of the aluminum corner brace is 40mm, another arm of angle width is 65mm；Aluminum corner brace is equipped with a charge off nail hole.
Two side plates of the sizing aluminum alloy mould plate are equipped with a charge off nail hole, and pin hole aperture starting distance is 400
~500mm, 500~600 mm of spacing.
Two gussets of the aluminum corner brace are equipped with a charge off nail hole, and pin hole aperture starting distance is 400~500mm,
Away from 500~600 mm.
Claims (4)
1. a kind of all-steel big shuttering aluminium alloy bulkhead structure, it is characterized in that by sizing aluminum alloy mould plate, aluminum corner brace, pin, key
Composition, a side plate of the first sizing aluminum alloy mould plate are connect simultaneously with a side plate of the second sizing aluminum alloy mould plate by pin
Fixation is stoppered with key；
Another side plate of first sizing aluminum alloy mould plate is connect by pin with the narrow arm of angle of the first aluminum corner brace and is stoppered with key
It is fixed；The wide arm of angle of first aluminum corner brace is connect by pin with the first all-steel big shuttering bracing reinforcement system and is stoppered with key solid
It is fixed；
Another side plate of second sizing aluminum alloy mould plate is connect by pin with the narrow arm of angle of the second aluminum corner brace and is stoppered with key
It is fixed；The wide arm of angle of second aluminum corner brace is connect by pin with the second all-steel big shuttering bracing reinforcement system and is stoppered with key solid
It is fixed；
One arm of angle width of the aluminum corner brace is 40mm, another arm of angle width is 65mm；Aluminum corner brace is equipped with a charge off nail hole.
2. a kind of all-steel big shuttering aluminium alloy bulkhead structure according to claim 1, it is characterized in that the sizing aluminium alloy
Two side plates of template are equipped with a charge off nail hole, and pin hole aperture starting distance is 400~500mm, 500~600mm of spacing.
3. a kind of all-steel big shuttering aluminium alloy bulkhead structure according to claim 1, it is characterized in that two of the aluminum corner brace
Gusset is equipped with a charge off nail hole, and pin hole aperture starting distance is 400~500mm, 500~600 mm of spacing.
4. a kind of all-steel big shuttering aluminium alloy bulkhead structure according to claim 1, it is characterized in that its production method is:
A wide sizing aluminum alloy mould plate and B wide sizing aluminum alloy mould plate, aluminum corner brace, all-steel big shuttering bracing reinforcement system are connected by pin
It connects, and stoppers fixation with key, enable aluminum alloy to bulkhead and all-steel big shuttering close and firm is installed；Aluminum alloy mould plate of being formed protrudes
Aluminum corner brace plan range is 20mm, after aluminum corner brace and all-steel big shuttering bracing reinforcement system pin and the installation of key close and firm,
It is embedded into wall free end all-steel big shuttering plug construction part, effectively prevent concrete to pour the spillage in process of vibrating existing
As；A wide be formed aluminum alloy mould plate, B wide sizing aluminum alloy mould plate, aluminum corner brace and with all-steel big shuttering connecting portion pin hole aperture rise
For step pitch from for 400~500mm, spacing is 500~600 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910181703.1A CN109826433A (en) | 2019-03-11 | 2019-03-11 | A kind of all-steel big shuttering aluminium alloy bulkhead structure and production method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910181703.1A CN109826433A (en) | 2019-03-11 | 2019-03-11 | A kind of all-steel big shuttering aluminium alloy bulkhead structure and production method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109826433A true CN109826433A (en) | 2019-05-31 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910181703.1A Pending CN109826433A (en) | 2019-03-11 | 2019-03-11 | A kind of all-steel big shuttering aluminium alloy bulkhead structure and production method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112813825A (en) * | 2020-12-30 | 2021-05-18 | 中国船舶重工集团应急预警与救援装备股份有限公司 | Steel-aluminum composite material slideway structure |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20080056120A (en) * | 2008-05-19 | 2008-06-20 | 김성기 | Wall and Finish Reinforcement Panel |
| US20110131911A1 (en) * | 2008-04-03 | 2011-06-09 | Mcdonagh Gregory M | Wall forming system and method thereof |
| CN205153527U (en) * | 2015-10-27 | 2016-04-13 | 中建一局集团第三建筑有限公司 | End part plugging plate for shaped steel formwork |
| CN106939697A (en) * | 2017-04-05 | 2017-07-11 | 中建局集团第三建筑有限公司 | Combined template for constructing core barrel and construction method thereof |
| CN207499439U (en) * | 2017-11-14 | 2018-06-15 | 广东铝遊家科技有限公司 | Build aluminum alloy mould plate door and window indent composite structure |
| CN209976013U (en) * | 2019-03-11 | 2020-01-21 | 山西二建集团有限公司 | Aluminum alloy plug plate structure of all-steel large template |
-
2019
- 2019-03-11 CN CN201910181703.1A patent/CN109826433A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20110131911A1 (en) * | 2008-04-03 | 2011-06-09 | Mcdonagh Gregory M | Wall forming system and method thereof |
| KR20080056120A (en) * | 2008-05-19 | 2008-06-20 | 김성기 | Wall and Finish Reinforcement Panel |
| CN205153527U (en) * | 2015-10-27 | 2016-04-13 | 中建一局集团第三建筑有限公司 | End part plugging plate for shaped steel formwork |
| CN106939697A (en) * | 2017-04-05 | 2017-07-11 | 中建局集团第三建筑有限公司 | Combined template for constructing core barrel and construction method thereof |
| CN207499439U (en) * | 2017-11-14 | 2018-06-15 | 广东铝遊家科技有限公司 | Build aluminum alloy mould plate door and window indent composite structure |
| CN209976013U (en) * | 2019-03-11 | 2020-01-21 | 山西二建集团有限公司 | Aluminum alloy plug plate structure of all-steel large template |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112813825A (en) * | 2020-12-30 | 2021-05-18 | 中国船舶重工集团应急预警与救援装备股份有限公司 | Steel-aluminum composite material slideway structure |
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20190531 |
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