CN1054112A - Sliding lifted moulding turn-over working device - Google Patents
Sliding lifted moulding turn-over working device Download PDFInfo
- Publication number
- CN1054112A CN1054112A CN 90105766 CN90105766A CN1054112A CN 1054112 A CN1054112 A CN 1054112A CN 90105766 CN90105766 CN 90105766 CN 90105766 A CN90105766 A CN 90105766A CN 1054112 A CN1054112 A CN 1054112A
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- China
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- guide rail
- punching block
- joint punching
- bearing form
- joint
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Abstract
The mould that turns over of the present invention is made up of two joint punching blocks at least.Between the template of every joint punching block connecting bolt is arranged.Every joint punching block has a bearing form at least, and its back side is welded with guide rail, and the guide rail of the bearing form of upper and lower joint punching block is connected, and slidingly rises that truss can slide by several steel chucks or fix on guide rail.After the concrete for the treatment of joint punching block perfusion during construction reaches certain intensity, will slide and rise truss and upwards promote and retighten together with whole construction equipments along guide rail.Expose joint punching block down, pull down and install in the above and turn over the mould operation.Simple in structure, easy to operate, safe and reliable, cost is lower, can be widely used in the high tower high pier construction.
Description
The present invention is relevant with reinforced concrete high-rise structures thing construction equipment, and especially with steel concrete high tower high pier construction technology, scaffold is relevant from rising device.
In the construction of reinforced concrete high-rise structures thing, particularly high pier,, use climbing shuttering construction technology in order to guarantee construction safety, to be convenient to manage concentratedly template and scaffold from rising.Still with traditional scaffold construction, after finishing, the 4th joint assembles the creeping formwork equipment construction at the 1-4 of high pier bottom joint.Creeping formwork equipment comprises interior creeping formwork, outer creeping formwork, and upward system, anchoring piece outside climbing form system is by anchor log, guide rail, scaffold frame and scaffold are formed.Anchor log is embedded in the coxopodite concrete, is supporting whole load of climbing form system, and it is passed to the bridge pier anchor log has two kinds, a kind of framework that is used for, a kind of guide rail that is used for.Guide rail is the maincenter of creeping formwork rising and decline system, bears the load that hydraulic jack and propelling lead screw transmit, and it is passed to anchor log.Outer creeping formwork rises by means of guide rail.When scaffold frame is stationary state, allow guide rail rise earlier and fixing anchor log.Give fixing guide rail the load of scaffold frame then, allow scaffold frame rise and be fixed in anchor log.Because grappling is the important supporting part of whole climbing form system.To carry out the test of various conditions to anchor bolt before the construction, after its safety is fully guaranteed, can come into operation.In the practice of construction, concrete strength must reach more than certain intensity, and will fully guarantee the age of concrete of last perfusion sections.Mould crawling technology need be more with equipment, and device is all made comparatively complicated.Because the construction equipment of creeping formwork is bearing on concrete structure, the pre-buried anchor log, rising need hocket, and construction is complicated, and operation is many, and the cycle is longer.
The purpose of this invention is to provide a kind of simple in structure, flexible, safe and reliable, with low cost sliding lifted moulding turn-over working device easy to use.
The present invention is achieved in that
Sliding lifted moulding turn-over working device can be slided and rise work truss and scaffold frame composition by turning over mould.Turn over mould and comprise that at least two of upper and lower combination saves punching blocks, every joint punching block is made up of three templates at least.Between upper and lower joint punching block articulating device is arranged, between every joint punching block adjacent forms articulating device is arranged.Every joint punching block has a bearing form at least, and guide rail is fixed on the bearing form outside, and the bearing form of upper and lower joint punching block keeps continuously, and its guide rail is connected.Scaffold frame can slide on guide rail by several orbit connection devices or be fixing.Upward system is by template, and hoist for construction material and scaffold frame lifting device are formed.
The steel chuck that orbit connection device of the present invention is made up of symmetrical two steel parts.The one end is locked on the guide rail by articulating device, and the other end is connected on the work panel point.Can connect shake the head gin pole and scaffold frame on the work truss.
Work truss of the present invention is upwards slidingly along the track at the bearing form back side to rise installation crane gear (as machinery) and other construction equipment on it.
When the present invention was used for the tall structures construction, whole device all was attached to the reinforced concrete structure top in the construction, and rises along with the rising of works; All the weight of construction equipment self is born by the concrete structure that has hardened, can save huge construction bracket.The present invention is simple in structure, and weight easy to use, whole device loads on the concrete structure equably by pattern plate bolster, and is fool proof reliable.Of the present inventionly turn over mould and rise frame with whole construction equipments sliding and can alternately rise, the cycling that goes round and begins again is used very conveniently, flexible, and speed of application is fast.The present invention need with equipment less, cost is lower, can be widely used in high pier or other high tower construction in.
Following is accompanying drawing of the present invention:
Fig. 1 is a working drawing of the present invention
Fig. 2 is the B-B view of Fig. 1
Fig. 3 is steel chuck and joint construction figure thereof
Fig. 4 is the A-A view of Fig. 3.
Following is embodiments of the invention:
It is high 2.5 meters to the present invention includes three joint punching blocks 1, every joint punching blocks, and it is framed to form the square-section by 4 steel forms 2, has only one to be bearing form in every joint punching block, and its back side is welded with two tracks 4, and spacing is two meters.When the construction high pier, every joint punching block can be established 2 or 4 load-bearing punching blocks, can weld two or a slide rail on the every punching block, and bearing form replaces fixedly bearing form of anchor bar toward each other and with stay-bolt.Other template is also fixed by stay-bolt.When turning over the mould operation, dismantle four punching blocks that a nethermost joint comprises the load-bearing punching block, form the complete punching block of a joint again topmost.
The sliding truss 5 that rises is formed by standing formula steel member or other self-control steel member spelling, joins by six special steel chucks 6 and two slide rails 4 turning over the bearing form back side of mould, and can upwards slide and fix in orbit optional position along track.Sliding and rising truss is main work truss of the present invention, on it construction machineries such as crane gear, electric welding machine can be installed.The gin pole 7 of shaking the head, light scaffold platform 8, last people's safety cage 9 promptly is installed on it.Pour into a section concrete and reach after certain intensity, promote the sliding truss that rises with jack or jack, and with truss by the steel chuck retighten last one the joint bearing form track on, turn over the mould operation after vacating down the joint punching block, so cycling, constantly rise, until having watered whole concrete structures.
According to the different cross section situation of change of construction object, cunning rises truss can the different layout of multiple variation.The sliding truss that rises of the present invention is the vertical truss in the monolateral layout of structure, mainly pieces together system by universal rod body, is equipped with two pairs of gin poles of shaking the head on it, in order to guarantee concrete vertical dismounting that hangs in the conveying of mould, material and turn over punching block in the mould operation.
Claims (2)
1, sliding lifted moulding turn-over working device, it is characterized in that forming by at least two joint punching blocks, every joint punching block is made up of at least three templates, linkage is arranged between template, between upper and lower joint punching block linkage is arranged, every joint punching block has a bearing form at least, there is guide rail to be fixed on the bearing form outside, the bearing form of upper and lower joint punching block keeps continuously, and its guide rail is connected, and the work truss can be along slip on the guide rail or fixing by several orbit connection devices.Construction equipments such as gin pole are installed on it.
2, sliding lifted moulding turn-over working device according to claim 1, it is characterized in that said orbit connection device is made up of symmetrical two steel parts, the one end is locked on the guide rail by articulating device, the other end is fixed on the work panel point, and the device that the track of truss along bearing form lotus face of working upwards promoted is jack or jack.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 90105766 CN1054112A (en) | 1990-02-19 | 1990-02-19 | Sliding lifted moulding turn-over working device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 90105766 CN1054112A (en) | 1990-02-19 | 1990-02-19 | Sliding lifted moulding turn-over working device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1054112A true CN1054112A (en) | 1991-08-28 |
Family
ID=4879569
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 90105766 Pending CN1054112A (en) | 1990-02-19 | 1990-02-19 | Sliding lifted moulding turn-over working device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1054112A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102900024A (en) * | 2012-11-07 | 2013-01-30 | 中铁大桥局集团第六工程有限公司 | Overturning die plate for large-scale concrete structure and using method for overturning die plate |
| CN105839543A (en) * | 2016-05-04 | 2016-08-10 | 中国十九冶集团有限公司 | High bridge pier self-lifting outer frame over-form construction technology |
| CN106284086A (en) * | 2016-08-30 | 2017-01-04 | 山西路桥第二工程有限公司 | A kind of method utilizing electronic climbing apparatus to pour into a mould high pier stud |
| CN107022956A (en) * | 2017-04-13 | 2017-08-08 | 王燕 | A kind of bridge pier column steel form climbing system and its implementation |
-
1990
- 1990-02-19 CN CN 90105766 patent/CN1054112A/en active Pending
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102900024A (en) * | 2012-11-07 | 2013-01-30 | 中铁大桥局集团第六工程有限公司 | Overturning die plate for large-scale concrete structure and using method for overturning die plate |
| CN102900024B (en) * | 2012-11-07 | 2015-07-08 | 中铁大桥局集团第六工程有限公司 | Using method for overturning die plate for large-scale concrete structure and |
| CN105839543A (en) * | 2016-05-04 | 2016-08-10 | 中国十九冶集团有限公司 | High bridge pier self-lifting outer frame over-form construction technology |
| CN105839543B (en) * | 2016-05-04 | 2017-08-29 | 中国十九冶集团有限公司 | Bridge High-pier rises outrigger over-form construction technique certainly |
| CN106284086A (en) * | 2016-08-30 | 2017-01-04 | 山西路桥第二工程有限公司 | A kind of method utilizing electronic climbing apparatus to pour into a mould high pier stud |
| CN106284086B (en) * | 2016-08-30 | 2017-11-28 | 山西路桥第二工程有限公司 | A kind of method that high pier stud is poured into a mould using electronic climbing apparatus |
| CN107022956A (en) * | 2017-04-13 | 2017-08-08 | 王燕 | A kind of bridge pier column steel form climbing system and its implementation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C06 | Publication | ||
| PB01 | Publication | ||
| C01 | Deemed withdrawal of patent application (patent law 1993) | ||
| WD01 | Invention patent application deemed withdrawn after publication |