CN204326526U - Concrete column cast-in-place structural traveling shuttering support system - Google Patents
Concrete column cast-in-place structural traveling shuttering support system Download PDFInfo
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- CN204326526U CN204326526U CN201420791103.XU CN201420791103U CN204326526U CN 204326526 U CN204326526 U CN 204326526U CN 201420791103 U CN201420791103 U CN 201420791103U CN 204326526 U CN204326526 U CN 204326526U
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Abstract
A kind of concrete column cast-in-place structural traveling shuttering support system, a whole set of system, primarily of rail system, chassis system, frame structure system, down tilt platform formwork bracing system and top crossbeam and loop wheel machine system five major part composition, is all full steel structure; Rail system merogenesis; Be provided with 8 wheels in chassis system, and wheel and outer crossbeam can rotate around bearing pin; Frame structure Operation system setting has inner platform, through with down tilt platform; Each down tilt platform and frame structure system pass through pinned connection.This system is the support system integrating walking, lifting, template, support, operation platform, not only can build four pillars by one-time positioning formwork erection, more self can realize the functions such as lifting, X and Y-direction walking.By the variation of the adjustable section length variance of platform, the short support length variance of template and track length, the cast-in-place construction of the trickle component column of various post distance and column section can be realized, to meet the requirement of disparity items design parameters.
Description
Technical field
The utility model is the traveling shuttering support system that a kind of concrete column for concrete or other buildings carries out cast-in-site construction and uses, be mainly used in the cast-in-place construction of concrete column, be particularly suitable for the post cast in situs technique of standard column distance, can located in place, formwork erection and one-time positioning after-pouring four column caps easily and quickly, repeatedly can use, and not need to set up full hall scaffold.This system top is provided with loop wheel machine and bottom is provided with walking mechanism, can realize reinforcing bar, the lifting of template and the displacement of track, and then realize the walking function of system, be re-used in building of column cap.
Background technology
At present, traditional construction technology is that full hall scaffold (partial precast lifting) is set up at scene, for template system (wooden form or steel form) that is fixing, that locate and support concrete column, then carries out pouring concrete.This construction technology has following defect: need set up that full hall scaffold fixes, locate, support shuttering the early stage that goes into operation, and the revolving quantity of material such as fastener, scaffold of input is large, increase cost; And positioning work amount is large, adjustment is inconvenient, construction speed is slow, and plant equipment holding time is long, increases cost; The construction of full hall scaffold is mainly by labour, and labour cost is high.
Summary of the invention
This utility model provides a set of concrete column cast-in-place structural traveling shuttering support system, it is the support system integrating walking, lifting, template, support, operation platform, not only can cancel scene and set up full hall scaffold, realize fast and convenientization of on-the-spot location and operation, one-time positioning formwork erection can build four pillars, more self can realize the functions such as lifting, X and Y-direction walking, open the New Times of cooling tower trickle component column without framed bent construction technology.By the variation of the adjustable section length variance of platform, the short support length variance of template and track length, the cast-in-place construction that can realize the trickle component column of various post distance and column section is in place, to meet the requirement of disparity items design parameters.
The utility model solves the technical scheme that its technical problem adopts: this concrete column cast-in-place structural traveling shuttering support system is primarily of rail system, chassis system, frame structure system, down tilt platform formwork bracing system and top crossbeam and loop wheel machine system five major part composition, it is all full steel structure, all components are all by bolt, pinned connection and solder design, process plants, dimensional accuracy is controlled.
◆ rail system: rail beam is up-narrow and down-wide, enlarge active surface is to reduce the demand for bearing capacity of foundation soil, and rail beam has carried out segmented design according to the performance table of top loop wheel machine, and adjacent both ends is bolted.
◆ chassis system: chassis is square, being provided with 8 wheels has and the outer beam structure of base, is eachly connected with inner structure respectively by bearing pin; It is wheel and X, the Y-direction of both direction, 4, each direction, and each direction all can independently be moved; Its chassis is a square crossbeam structure, inside be provided with both direction web member, that brace forms an entirety is stressed, be then connected with 8 outer crossbeam wheels by bearing pin.
◆ frame structure system: octagon, by chassis, standard knot, inner platform, horizontal cross bar and stair and handrail assembled; Its inside is provided with inner platform and stair, its every layer inner platform be by 2 isosceles trapezoids and 2 rectangles assembled, and be provided with accommodation rail; Every layer in frame structure system 2 isosceles trapezoid inner platform are connected with the column of frame structure system by the bolt of welding node plate, the standard knot of frame structure system is linked to be entirety, and through with down tilt platform, guarantee system has enough stability and globality and tears spelling open and is easy to transport flexibly; The inner platform of stair and every layer form vertical transport passage and with turn over Platform Alliance and form horizontal transport passage.
◆ down tilt platform formwork bracing system: every layer has 4 down tilt platforms, for support column template; Down tilt platform formwork bracing system is connected with frame structure system by bearing pin, can rotate around bearing pin, and is provided with column and is connected with chassis and is provided with accommodation rail; Fixed by baffle plate and chassis system for oblique door frame below column in down tilt platform formwork bracing system, can throw off in non-stress direction; Outer support column and every layer of down tilt platform are fixed by pinned connection, can rotate around bearing pin; The superiors' platform is provided with wire rope and draws a little, by loop wheel machine hoisting wirerope, can disposablely be dug by all for side platforms, folds and is against on support body, fixed by latch.
◆ top crossbeam and loop wheel machine system: be provided with up-small and down-big round platform above the crossbeam of top, be connected with top loop wheel machine bolt by this structure, is all to be undertaken connecting to meet force request by annular Bolt.
◆ post apart from determining down tilt platform extension, its length and support body standard knot height inconsistent, colliding when levels platform turns over folded is designed to three sections of Trapezoidals with content with funtion demand by down tilt platform, is bolted.
◆ a whole set of system is all full steel structure, can repeated multiple timesly use.
The beneficial effects of the utility model: this system achieves standard column apart from the tool of column template support system and installation mechanization, and constructor's labour intensity is low, and the less restriction being subject to workman's construction level of construction effect, can significantly improve work efficiency; This architecture steel using amount is only sets up 20% ~ 25% of full hall scaffold, and the number of turnover is many, effectively reduces construction cost.This system meets the requirement of national green construction, has remarkable technical economic benefit.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is overall package figure of the present utility model.
Fig. 2 is individual layer platform plan view of the present utility model.
Fig. 3 is rail system middle orbit beam facade assembly drawing of the present utility model.
Fig. 4 is face, rail system middle orbit Liangping of the present utility model assembly drawing.
Fig. 5 is rail system middle orbit beam sectional view of the present utility model.
Fig. 6 is chassis system assembly drawing of the present utility model.
Fig. 7 is door frame part drawing bottom down tilt platform formwork bracing system of the present utility model.
To be that down tilt platform formwork bracing system of the present utility model is single choose platform part figure to Fig. 8.
Fig. 9 is down tilt platform formwork bracing system assembly drawing of the present utility model.
Figure 10 is down tilt platform formwork bracing system assembly drawing of the present utility model.
In Fig. 1, A is rail system, and B is chassis system, and C is frame structure system, and D is down tilt platform formwork bracing system, and E is top crossbeam and loop wheel machine system;
In Fig. 5,1. bolt connection node
In Fig. 6, web member, 8. pinned connection point, 9.X direction wheel, 10.Y direction wheel in crossbeam, 7. underframe in crossbeam, 6. underframe outside the bolt tie point of crossbeam, 5.X direction in crossbeam, 3. outer brace, 4. underframe outside 2.Y direction.
In Fig. 7,11. down tilt platform outer column lower end otic placodes, 12. bearing pins, 13. door frame upper end otic placodes, 14. door frames, 15. baffle plates.
In Fig. 8,16. down tilt platform security guardrails, 17. formwork scaffold tubes, 18. down tilt platforms connect that short square tube, 19. columns are connected bearing pin with down tilt platform, 20. adjacent two sections of down tilt platform connecting bolts, 21. down tilt platform inner columns, 22. bi-lug plate, 23. bearing pins, 24. junction plates, the horizontal web member of 25. support body, 26. down tilt platform outer columns, 27. down tilt platform first paragraphs, 28. down tilt platform second segments, 29. down tilt platform the 3rd section, 30. wire rope connect otic placode.
In Figure 10,31. down tilt platforms.
Detailed description of the invention
As shown in Figure 1, successively rail system (A), chassis system (B), frame structure system (C), down tilt platform formwork bracing system (D), top crossbeam and loop wheel machine system (E) are assembled complete formation overall.
First the rail system made (Fig. 3,4) is linked to be entirety by bolt (1), and integral hoisting is in place.
After in the underframe completed by welding production again, crossbeam (4) has been connected by the bolt (4) at this place, interior web member (7) is connected with interior crossbeam (4) by bearing pin, bolt with outer brace (3,6), again outer to X-direction wheel (9) and X-direction crossbeam (5) and Y-direction wheel (10) are connected respectively with the outer crossbeam (2) of Y-direction, have respectively had four groups.Finally respectively these eight groups of wheels (9,10) and crossbeam (5,2) are fixed on interior crossbeam (4) by bearing pin (8).Become overall by chassis system (B) is assembled after completing above all operations, its integral hoisting is located on rail system (A).
Be installed on a section for frame structure system (C) after on chassis system (B) again.
Next by down tilt platform formwork bracing system (D) installation in position, as shown in Figure 8, first all individual layer platforms (31) are assembled, down tilt platform the 3rd section (29) and down tilt platform second segment (28) are connected into entirety by gusset plate bolt (20), then by down tilt platform outer column (26) and the 3rd section of down tilt platform (27) in place, down tilt platform is connected by bearing pin (19) with down tilt platform outer column (26), finally the 3rd section of down tilt platform (27) is practiced integrally by connecting short square tube (18), the short square tube of this connection (18) one end is welded to connect, one terminal bolt connects baffle plate.Operation like this, every layer of down tilt platform (31) is connected on corresponding column (26) position.Afterwards by place for the door frame (14) adding soil good, i.e. otic placode (11) and otic placode (13) contraposition, be connected by bearing pin (12) with side multilayer down tilt platform (27) assembled, can side down tilt platform formwork bracing system (D) connected shaping.As shown in Figure 9.
After frame structure system (C) is installed, by in place for assembled each rollover platform template support system (D), by otic placode (22), junction plate (24) and bearing pin (23), the support body horizontal web member (25) of down tilt platform inner column (21) with frame structure system (C) is connected and fixed, and down tilt platform (31) is put down.As shown in Figure 10.
After more than having operated, top crossbeam and loop wheel machine system (E) are installed on support body system (C).
Now eight groups of wheels (8,9) and crossbeam (4,1) are in overhanging state, get final product erection column template in place, by formwork scaffold tubes (17) the fixed support template of down tilt platform (31), can be used for building of construction one group of 4 pillar, after construction, moved to next construction point and carried out pillar construction.First top loop wheel machine system (E) is utilized to turn over to next construction point by rail system (A), then, the four wheels (9 or 10) of X or Y-direction and crossbeam (5 or 2) are rotated around bearing pin (8) and packs up, after completing, system entirety can move to another one direction Y or X-direction.
Claims (5)
1. a concrete column cast-in-place structural traveling shuttering support system, it is characterized in that: a whole set of system is primarily of rail system, chassis system, frame structure system, down tilt platform formwork bracing system and top crossbeam and loop wheel machine system five major part composition, be all full steel structure, all components are all by bolt, pinned connection and solder design; Frame structure system octagon, by chassis, standard knot, inner platform, horizontal cross bar and stair and handrail assembled, inside is provided with inner platform and stair, its every layer inner platform be by 2 isosceles trapezoids and 2 rectangles assembled, and be provided with accommodation rail; Down tilt platform formwork bracing system is connected with frame structure system by bearing pin, and is provided with column and is connected with chassis and is provided with accommodation rail; Be provided with up-small and down-big round platform above the crossbeam of top, be connected with top loop wheel machine bolt by this structure; Chassis is square, is provided with 8 wheels; Rail system merogenesis.
2. concrete column cast-in-place structural traveling shuttering support system according to claim 1, it is characterized in that: every layer in frame structure system 2 isosceles trapezoid inner platform are connected with the column of frame structure system by the bolt of welding node plate, the standard knot of frame structure system is linked to be entirety, and through with down tilt platform.
3. concrete column cast-in-place structural traveling shuttering support system according to claim 1, it is characterized in that: fixed by baffle plate and chassis system for oblique door frame below the column in down tilt platform formwork bracing system, outer support column and every layer of down tilt platform are fixed by pinned connection, and the superiors' platform is provided with wire rope and draws a little.
4. concrete column cast-in-place structural traveling shuttering support system according to claim 1, is characterized in that: every layer has 4 down tilt platforms, and it is assembled that each down tilt platform is three sections of Trapezoidals, is bolted.
5. concrete column cast-in-place structural traveling shuttering support system according to claim 1, is characterized in that: in chassis system, has the outer beam structure of 8 wheels and base, is eachly connected with inner structure respectively by bearing pin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420791103.XU CN204326526U (en) | 2014-12-15 | 2014-12-15 | Concrete column cast-in-place structural traveling shuttering support system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420791103.XU CN204326526U (en) | 2014-12-15 | 2014-12-15 | Concrete column cast-in-place structural traveling shuttering support system |
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| CN204326526U true CN204326526U (en) | 2015-05-13 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107090983A (en) * | 2016-02-18 | 2017-08-25 | 左红 | The equipment that builds a house and its assemble method |
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- 2014-12-15 CN CN201420791103.XU patent/CN204326526U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107090983A (en) * | 2016-02-18 | 2017-08-25 | 左红 | The equipment that builds a house and its assemble method |
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| GR01 | Patent grant |