CN207348461U - Aluminum alloy mould plate morning form removal support system - Google Patents
Aluminum alloy mould plate morning form removal support system Download PDFInfo
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- CN207348461U CN207348461U CN201721228643.7U CN201721228643U CN207348461U CN 207348461 U CN207348461 U CN 207348461U CN 201721228643 U CN201721228643 U CN 201721228643U CN 207348461 U CN207348461 U CN 207348461U
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Abstract
The utility model discloses a kind of aluminum alloy mould plate morning form removal support system, include aluminum alloy mould plate and supporting frame, aluminum alloy mould plate includes wall form, beam forms and roof plate template;Wall form includes two pieces of opposite vertical aluminum alloy mould plates, a plurality of parallel back cord, multiple wall split bolts and multigroup steel pipe diagonal brace composition；Beam forms includes the aluminum alloy beams end template for being connected to supporting frame top and the aluminum alloy beams side template for being arranged at aluminum alloy beams end template both sides；Roof plate template includes aluminium alloy flooring keel, aluminium alloy floor template, early dismantling head and jacking, and flooring keel are connected by early dismantling head with jacking, and aluminium alloy floor template is placed between multigroup parallel aluminium alloy flooring keel.The utility model is easy for assemble or unload, is used easy to successively installing and dismounting, and service life is grown.
Description
Technical field
Building template field is the utility model is related to, is specifically a kind of aluminum alloy mould plate morning form removal support system.
Background technology
It is lumps of wood keel system, fastener type system, total sub-semigroup body in our the common form bracing systems of country
System, pumping casting concrete, tower crane climbing shuttering, reinforcing bar today, rough ground used in these common form bracing systems,
The materials such as frame plate, template, it is necessary to prepare 3 layers of requirement that could meet practice of construction, and apply this support system, turnover
Expect that the proportion of goods damageds are big, residual value is low and removes and installs trouble, be both unfavorable for improving Business Economic Benefit, it is green to be also unfavorable for architectural engineering
Color is constructed.
Utility model content
The technical problem to be solved by the present invention is to provide a kind of aluminum alloy mould plate morning form removal support system, its installation is torn open
Unload conveniently, used easy to successively installing and dismounting, service life length.
The technical solution of the utility model is：
Aluminum alloy mould plate morning form removal support system, includes aluminum alloy mould plate and supporting frame, the aluminum alloy mould plate
Include wall form, beam forms and roof plate template；
The wall form includes two pieces of opposite vertical aluminum alloy mould plates, a plurality of parallel back cord, multiple walls
Split bolt and multigroup steel pipe diagonal brace, the inner face of two pieces of vertical aluminum alloy mould plates are oppositely arranged, a plurality of parallel back cord difference
It is close to the outer end face of two pieces of vertical aluminum alloy mould plates so as to form back cord and one group of outer back cord in one group, the wall is to drawing spiral shell
Bolt carries out after sequentially passing through an interior back cord, one piece of vertical aluminum alloy mould plate, another piece of aluminum alloy mould plate and outer back cord by four
Drawknot, is respectively connected with steel pipe diagonal brace on the outer end face of described two pieces of vertical aluminum alloy mould plate bottoms, the top of steel pipe diagonal brace with
Wall split bolt connection on back cord, its bottom is connected with the fixing point on ground or flooring；
The beam forms includes the aluminum alloy beams end template for being connected to supporting frame top and is arranged at aluminum alloy beams
The aluminum alloy beams side template of end template both sides, described one piece of aluminum alloy beams end template correspond to two pieces of aluminum alloy beams side templates, institute
The bottom for the two pieces of aluminum alloy beams side templates stated is connected with the both ends of one piece of aluminum alloy beams end template by being connected angle mould respectively
Connect；
The roof plate template includes aluminium alloy flooring keel, aluminium alloy floor template, early dismantling head and jacking, described
Jacking is fixedly connected on the top of each supporting frame, and a group aluminum alloy flooring keel are two and are located at the both ends of jacking, and two
The inner of root aluminium alloy flooring keel is docked with jacking, and two aluminium alloy flooring keel outer ends are connected to beam forms or wall mould
On plate, and the top end face of one group of flooring keel and the top end face of jacking are located at same level, and each early dismantling head includes two
Pinboard and two connecting plates, are both provided with locating slot, described two pinboards on the front/rear end of the jacking lower part
Rear and front end face be both provided with switching groove, described two pinboards are located at the both sides of jacking lower part and its transfer groove and jacking
Locating slot connect to form link slot, and the top of two pinboards respectively with its corresponding group aluminum alloy flooring keel in top
It is fixedly connected, two connecting plates are placed in the link slot of jacking and two pinboard front/rear ends and by bolt by two respectively
A connecting plate is fixedly connected, and the aluminium alloy floor template is placed between multigroup parallel aluminium alloy flooring keel.
Drawknot reinforcing is carried out by beam side split bolt between two pieces of aluminum alloy beams side templates.
The wall form, passes through corner split bolt between two pieces of vertical outer back cords at its external corner and carries out drawknot
Reinforce.
When the length of the wall form is not less than 1600 meters, steel pipe diagonal brace is multigroup, between multigroup steel pipe diagonal brace
Distance is not more than 1600mm, and the horizontal distance between the steel pipe diagonal brace bottom and top is 1500mm, vertical range is
2000mm。
The advantages of the utility model：
The wall form, beam forms and roof plate template of the utility model use aluminum alloy mould plate structure, easy to successively pacify
Use is unloaded in assembly and disassembly, and repeatedly handling use, and aluminium alloy material is light, service life length；The floor template of the utility model is using early
Tear head open to be assembled with supporting frame, easy to fast quick-detach, improve the work efficiency of shuttering supporting.What the utility model was built builds
Building mould stable structure, installing and dismounting are simple, so as to improve the work efficiency of template construction.
Brief description of the drawings
Fig. 1 is the partial structural diagram of the utility model wall form connection.
Fig. 2 is the structure diagram of the utility model wall form steel pipe diagonal brace.
Fig. 3 is the partial top view that back cord connects at the utility model apparatus for external corner of wall template.
Fig. 4 is the structure diagram of the utility model beam forms.
Fig. 5 is the structure diagram of the utility model roof plate template.
Fig. 6 is the structure diagram of the utility model roof plate template early dismantling head connection.
Fig. 7 is the explosive view of Fig. 6.
Embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are without making creative work
All other embodiments obtained, shall fall within the protection scope of the present invention.
Aluminum alloy mould plate morning form removal support system, includes aluminum alloy mould plate and supporting frame, and aluminum alloy mould plate includes
Wall form, beam forms and roof plate template,
See Fig. 1-Fig. 3, wall form includes two pieces of opposite vertical aluminum alloy mould plates, a plurality of parallel back cord, multiple
Wall split bolt and multigroup steel pipe diagonal brace, the inner face of two pieces of vertical aluminum alloy mould plates 11 are oppositely arranged, a plurality of parallel back of the body
The stupefied outer end face for being close to two pieces of vertical aluminum alloy mould plates respectively is so as to form back cord 12 and one group of outer back cord 13, wall pair in one group
Bolt 14 is drawn to sequentially pass through interior 12, one pieces of back cord vertical aluminum alloy mould plate 11, another piece of aluminum alloy mould plate 11 and an outer back cord
Drawknot is carried out by four after 13, is respectively connected with steel pipe diagonal brace on the outer end face of two pieces of vertical 11 bottoms of aluminum alloy mould plate, steel pipe is oblique
Wall split bolt 14 on the top and back cord of support 15 connects, its bottom is connected with the fixing point on ground or flooring；Work as wall
When the length of body template is not less than 1600 meters, steel pipe diagonal brace 15 is multigroup, and the distance between multigroup steel pipe diagonal brace 15 is not more than
1600mm, the horizontal distance between 15 bottom of steel pipe diagonal brace and top is 1500mm, vertical range 2000mm；Vertical wall
Between template, drawknot reinforcing is carried out by corner split bolt 16 between two pieces of vertical outer back cords 13 at its external corner；
See Fig. 4, beam forms includes the aluminum alloy beams end template 21 for being connected to 4 top of supporting frame and is arranged at aluminium alloy
The aluminum alloy beams side template 22 of 21 both sides of beam bottom mother plate, one piece of aluminum alloy beams end template 21 correspond to two pieces of aluminum alloy beams side templates
22, the bottoms of two pieces of aluminum alloy beams side templates 22 respectively with the both ends of one piece of aluminum alloy beams end template 21 by be connected angle mould 23 into
Row connects, and passes through beam side split bolt 24 between two pieces of aluminum alloy beams side templates 22 and carries out drawknot reinforcing；
See Fig. 5-Fig. 7, roof plate template includes aluminium alloy flooring keel 31, aluminium alloy floor template 32,33 and of early dismantling head
Jacking 34, jacking 34 are fixedly connected on the top of each supporting frame 4, and a group aluminum alloy flooring keel 31 are for two and positioned at top
The both ends of support 34, the inner of two aluminium alloy flooring keel 31 are docked with jacking 34, two 31 outer ends of aluminium alloy flooring keel
It is connected on beam forms or wall form and the top end face of one group of flooring keel 31 and the top end face of jacking 34 is located at same level
Face, each early dismantling head 33 include two pinboards 35 and two connecting plates 36, are respectively provided with the front/rear end of 34 lower part of jacking
There is locating slot 37, the rear and front end face of two pinboards 35 is both provided with switching groove 38, and two pinboards 35 are located under jacking 34
The both sides in portion and its groove 38 of transferring connects to form link slot with the locating slot 37 of jacking 34, and the top of two pinboards 35 is distinguished
Group aluminum alloy flooring keel 31 corresponding with its top are fixedly connected, and two connecting plates 36 are placed in jacking 34 and two respectively
Two connecting plates 36 are fixedly connected in the link slot of 35 front/rear end of pinboard and by bolt 39, aluminium alloy floor template 32
It is placed between multigroup parallel aluminium alloy flooring keel 31.
While there has been shown and described that the embodiment of the utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out with a variety of changes in the case where not departing from the principle of the utility model and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (4)
1. aluminum alloy mould plate morning form removal support system, includes aluminum alloy mould plate and supporting frame, the aluminum alloy mould plate bag
Wall form, beam forms and roof plate template are included；It is characterized in that：
The wall form includes two pieces of opposite vertical aluminum alloy mould plates, a plurality of parallel back cord, multiple walls to drawing
Bolt and multigroup steel pipe diagonal brace, the inner face of two pieces of vertical aluminum alloy mould plates are oppositely arranged, and a plurality of parallel back cord is close to respectively
The outer end faces of two pieces of vertical aluminum alloy mould plates so as to form back cord and one group of outer back cord in one group, the wall split bolt according to
Secondary pass through carries out drawknots after an interior back cord, one piece of vertical aluminum alloy mould plate, another piece of aluminum alloy mould plate and outer back cord by four,
Steel pipe diagonal brace is respectively connected with the outer end face of the vertical aluminum alloy mould plate bottom of described two pieces, on the top and back cord of steel pipe diagonal brace
Wall split bolt connection, its bottom is connected with the fixing point on ground or flooring；
The beam forms includes the aluminum alloy beams end template for being connected to supporting frame top and is arranged at aluminum alloy beams bed die
The aluminum alloy beams side template of plate both sides, described one piece of aluminum alloy beams end template corresponds to two pieces of aluminum alloy beams side templates, described
The bottom of two pieces of aluminum alloy beams side templates is attached with the both ends of one piece of aluminum alloy beams end template by being connected angle mould respectively；
The roof plate template includes aluminium alloy flooring keel, aluminium alloy floor template, early dismantling head and jacking, the jacking
The top of each supporting frame is fixedly connected on, a group aluminum alloy flooring keel are for two and positioned at the both ends of jacking, two aluminium
The inner of alloy flooring keel is docked with jacking, and two aluminium alloy flooring keel outer ends are connected to beam forms or wall form
On, and the top end face of one group of flooring keel and the top end face of jacking are located at same level, each early dismantling head includes two and turns
Fishplate bar and two connecting plates, are both provided with locating slot on the front/rear end of the jacking lower part, described two pinboards
Rear and front end face is both provided with switching groove, and described two pinboards are located at the both sides of jacking lower part and its transfer groove and jacking
Locating slot connects to form link slot, and group aluminum alloy flooring keel corresponding with its top are consolidated respectively on the top of two pinboards
Fixed connection, two connecting plates are placed in two in the link slot of jacking and two pinboard front/rear ends and by bolt respectively
Connecting plate is fixedly connected, and the aluminium alloy floor template is placed between multigroup parallel aluminium alloy flooring keel.
2. aluminum alloy mould plate morning form removal support system according to claim 1, it is characterised in that：Two blocks of aluminium alloys
Drawknot reinforcing is carried out by beam side split bolt between side template.
3. aluminum alloy mould plate morning form removal support system according to claim 1, it is characterised in that：The wall form,
Drawknot reinforcing is carried out by corner split bolt between two pieces of vertical outer back cords at its external corner.
4. aluminum alloy mould plate morning form removal support system according to claim 1, it is characterised in that：The wall form
When length is not less than 1600 meters, steel pipe diagonal brace is multigroup, and the distance between multigroup steel pipe diagonal brace is not more than 1600mm, the steel
Horizontal distance between pipe diagonal brace bottom and top is 1500mm, vertical range 2000mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721228643.7U CN207348461U (en) | 2017-09-24 | 2017-09-24 | Aluminum alloy mould plate morning form removal support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721228643.7U CN207348461U (en) | 2017-09-24 | 2017-09-24 | Aluminum alloy mould plate morning form removal support system |
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| CN207348461U true CN207348461U (en) | 2018-05-11 |
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| CN201721228643.7U Active CN207348461U (en) | 2017-09-24 | 2017-09-24 | Aluminum alloy mould plate morning form removal support system |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853939A (en) * | 2019-02-15 | 2019-06-07 | 崔平 | A kind of arthropod type aluminum dipping form for building and its support device |
| CN109853949A (en) * | 2019-01-10 | 2019-06-07 | 江苏南通三建集团股份有限公司 | Pipe laying preformed groove technique after a kind of cast-in-place concrete wall |
| CN110005194A (en) * | 2019-04-19 | 2019-07-12 | 中铁十六局集团城市建设发展有限公司 | A formwork fixture that replaces the tie bolts through the die and is reinforced step by step |
| CN110886485A (en) * | 2019-12-10 | 2020-03-17 | 肇庆南亚环保铝模有限公司 | Early-dismantling aluminum alloy template supporting structure |
| CN112196257A (en) * | 2020-09-22 | 2021-01-08 | 中国建筑第五工程局有限公司 | Aluminum alloy formwork construction method for variable-storey-height building |
| CN112681722A (en) * | 2020-12-11 | 2021-04-20 | 浙江欣捷建设有限公司 | Assembled wall pouring GMT formwork system and construction method thereof |
| CN112854745A (en) * | 2021-03-01 | 2021-05-28 | 中建八局发展建设有限公司 | Construction process of assembled building aluminum alloy template |
| CN113107196A (en) * | 2021-04-16 | 2021-07-13 | 广州市快易模板工程有限公司 | Beam, wall and plate combined quick-mounting early-dismounting structure |
| CN113756567A (en) * | 2021-08-31 | 2021-12-07 | 柳州市智甲金属科技有限公司 | Middle keel structure and processing method |
| CN113775176A (en) * | 2021-08-31 | 2021-12-10 | 柳州市智甲金属科技有限公司 | End keel and processing method thereof |
| CN114323467A (en) * | 2021-12-31 | 2022-04-12 | 江苏隆达超合金股份有限公司 | Underwater air pressure test device and method for metal pipe |
| CN115467510A (en) * | 2022-08-24 | 2022-12-13 | 江苏华邦建设有限公司 | Shear wall formwork system |
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Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853949A (en) * | 2019-01-10 | 2019-06-07 | 江苏南通三建集团股份有限公司 | Pipe laying preformed groove technique after a kind of cast-in-place concrete wall |
| CN109853939A (en) * | 2019-02-15 | 2019-06-07 | 崔平 | A kind of arthropod type aluminum dipping form for building and its support device |
| CN109853939B (en) * | 2019-02-15 | 2020-12-22 | 合迪科技江苏有限公司 | Arthropod formula aluminum mould for building and strutting arrangement thereof |
| CN110005194A (en) * | 2019-04-19 | 2019-07-12 | 中铁十六局集团城市建设发展有限公司 | A formwork fixture that replaces the tie bolts through the die and is reinforced step by step |
| CN110886485A (en) * | 2019-12-10 | 2020-03-17 | 肇庆南亚环保铝模有限公司 | Early-dismantling aluminum alloy template supporting structure |
| CN112196257A (en) * | 2020-09-22 | 2021-01-08 | 中国建筑第五工程局有限公司 | Aluminum alloy formwork construction method for variable-storey-height building |
| CN112681722A (en) * | 2020-12-11 | 2021-04-20 | 浙江欣捷建设有限公司 | Assembled wall pouring GMT formwork system and construction method thereof |
| CN112854745A (en) * | 2021-03-01 | 2021-05-28 | 中建八局发展建设有限公司 | Construction process of assembled building aluminum alloy template |
| CN113107196A (en) * | 2021-04-16 | 2021-07-13 | 广州市快易模板工程有限公司 | Beam, wall and plate combined quick-mounting early-dismounting structure |
| CN113756567A (en) * | 2021-08-31 | 2021-12-07 | 柳州市智甲金属科技有限公司 | Middle keel structure and processing method |
| CN113775176A (en) * | 2021-08-31 | 2021-12-10 | 柳州市智甲金属科技有限公司 | End keel and processing method thereof |
| CN114323467A (en) * | 2021-12-31 | 2022-04-12 | 江苏隆达超合金股份有限公司 | Underwater air pressure test device and method for metal pipe |
| CN115467510A (en) * | 2022-08-24 | 2022-12-13 | 江苏华邦建设有限公司 | Shear wall formwork system |
| CN115467510B (en) * | 2022-08-24 | 2024-04-19 | 江苏华邦建设有限公司 | Shear wall formwork system |
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