CN202689495U - Self-elevating chimney and water tower construction tower frame - Google Patents
Self-elevating chimney and water tower construction tower frame Download PDFInfo
- Publication number
- CN202689495U CN202689495U CN 201220019550 CN201220019550U CN202689495U CN 202689495 U CN202689495 U CN 202689495U CN 201220019550 CN201220019550 CN 201220019550 CN 201220019550 U CN201220019550 U CN 201220019550U CN 202689495 U CN202689495 U CN 202689495U
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- derrick
- outer sleeve
- operating platform
- sleeve frame
- jack
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Abstract
The utility model discloses a self-elevating chimney and water tower construction tower frame. An outer sleeve frame operating platform 8 mounted at the periphery of an inner vertical derrick 1 in a sleeving way is pushed and lifted to various height construction operation levels by the driving force of a hydraulic jack 20, and a derrick inner hoisting hanging basket 29 is assembled in the '#' shape of the inner vertical derrick 1, so that the vertical transportation safety of the self-elevating chimney and water tower construction tower frame is improved. In the self-elevating chimney and water tower construction tower frame, an operating platform 27 and an outer sleeve frame 9 are assembled into a whole to form the outer sleeve frame operating platform 8; the outer sleeve frame operating platform 8 is mounted at the periphery of the inner vertical derrick 1 in a sleeving way; and the outer sleeve frame operating platform 8 is pushed and jacked by the hydraulic jack 20 arranged under the outer sleeve frame operating platform 8 to slide to the operation height level required by construction along the inner vertical derrick 1. With the adoption of the derrick inner hoisting hanging basket 29 assembled in the '#' shape of the inner vertical derrick 1, safer vertical transportation is provided for aloft construction work.
Description
Affiliated technical field
The utility model relates to a kind of self lift type chimney water tower construction pylon, runs derrick in especially hydraulic jack promotion outer sleeve frame operating platform prolongs sliding, and be equipped with the self lift type chimney water tower construction pylon of lifting hanging basket in the derrick in the interior well word that runs derrick.
Background technology
At present known for detached chimney, the water tower construction scaffolding has following several form, a kind of is that this scaffold of all round victory formula scaffold adopts scaffolding steel pipe, fastener is set up general being used for than short smokestack, in the construction of water tower, whenever increase in the construction to tear open once the work plane platform legs palm of step construction and take once, the facility of construction, material also must empty, move to, shelf is to set up middle safety factor poor, time-consuming, take a lot of work and take a large amount of circulation materials, another kind of chimney, the water tower scaffold, the construction operation platform that typing is arranged, upwards promoting of job platform is upwards to promote by the interior shelfs that manually prolong of organizing the cocked heavy cucurbit of hands more, this job platform hoisting velocity is slow, many group Lever Blocks, manually harmony control is poor, the poor easy inclination safety of platform stable can not get well ensureing takes a lot of work, time-consuming, a kind of chimney is arranged again, water tower slding form operation scaffold, the hydraulic jack that adopts that upwards promotes of slding form operation scaffold job platform is prolonged the steel pole-climbing lifting of burying underground in the construction main body, promote this shelf construction limitation together with sliding shuttering during lifting large, because sliding shuttering construction is made troubles to the construction under the general condition to the rigid requirement of concrete dry meeting, disposable the imbedding of large dimension pole-climbing of imbedding in the construction main body can not be had enough to meet the need use again, and the fund input that has increased engineering causes the very large waste of construction material.Also have other various construction shelfs etc. such as: suspension bracket, hanger, these shelf ubiquities working security poor, take a lot of work, the problems such as time-consuming, present known chimney, water tower frame bring a lot of inconvenience especially in smallclothes, loose mail and the vertical transport under specific weather condition all without lifting hanging basket in the assembling derrick to construction.
Summary of the invention:
Set up, promote the difficulty of appearance and improve security reliability in the construction in order to overcome scaffold operating platform in existing chimney, the water tower building operations, save the construction time spent and use material.The utility model provides a kind of self lift type chimney, water tower construction pylon, this self lift type chimney, water tower construction pylon, reduce engineering and drop into the safety that improves effect, also improved construction when cutting the waste, make non-typical chimney, the water tower construction scaffolding become chimney, the water tower Large Construction plant of typing having made things convenient for construction to save construction time spent, recruitment.
The technical problem that the utility model solves is, in main body load-carrying members and the outer sleeve frame operating platform that is self lift type chimney, water tower construction pylon that run derrick promote the slide rail that slides, in run derrick increase with project subject increase and progressively the overlap joint increase, operating platform is assemblied in and forms one on the outer sleeve frame, forms the outer sleeve frame operating platform.The lifting of outer sleeve frame operating platform is upwards to rise by being installed in the motion that raises of hydraulic jack under the operating platform, running derrick in prolonging.In the well word inwall both sides that run derrick the hanging basket guide rail respectively is housed, the lifting hanging basket is assemblied between two hanging basket guide rails in the derrick.
In run derrick to be twisted to connect by derrick stull, derrick brace and equidistant support junction plate that is arranged on the derrick standpipe and form, in run derrick to increase be rising with building, be plugged on by the lower end of derrick standpipe and increase on the frame pipe connection-peg of derrick standpipe upper end, the grafting of derrick standpipe can exceed the stock top fixed frame of outer sleeve frame, and stubborn the connecing of derrick stull, derrick brace is controlled in the fixed frame of stock top.
Outer sleeve frame be with stock stull and stock diagonal brace by design horizontal, oblique with the stock standpipe on stubborn the connecing of stock keyhole, stock Li Jiao lower end is twisted mutually with stock bottom fixed frame and is connect, upper end, the vertical angle of stock is twisted mutually with stock top fixed frame and is connect, position, stock Li Jiao middle and lower part is twisted mutually with the platform connection box and is connect, and forms square outer sleeve frame.
Operating platform is twisted mutually with the platform inner ring beam by many platform radial beam one ends and is connect, and the other end is twisted mutually with the platform outer-ring beam and connect, and forms operating platform.
Operating platform is twisted mutually with the platform connection box of outer sleeve frame middle and lower part by the platform inner ring beam and is connect, one end of platform diagonal member sockets mutually with upper end, the vertical angle of the stock of outer sleeve frame, the other end of platform diagonal member sockets mutually with the platform outer-ring beam of operating platform, and operating platform and outer sleeve frame form integrally-built outer sleeve frame operating platform.
Self lift type chimney water tower construction pylon is by interiorly running derrick, lifting hanging basket in the outer sleeve frame operating platform, hydraulic jack, derrick, assemblying, form integrally formed outer sleeve frame operating platform by outer sleeve frame and operating platform, the periphery that runs derrick in the outer sleeve frame operating platform is sleeved on, the vertical angle of stock and derrick standpipe leave glade plane space.Outer sleeve frame operating platform bottom platform inner ring beam, four bights near the vertical angle of stock under the platform connection box connect with the jack fixed head is stubborn, the jack cylinder of four hydraulic jack makes progress and jack fixed head bolt, the jack piston rod of hydraulic jack is equipped with the jack supporting leg to the lower end of lower piston rod, four two of hydraulic jack are a composition diagonal angle, jack supporting leg under the jack piston rod of one group of hydraulic jack with in the derrick standpipe that runs derrick hold tightly, fixedly keyhole on the jack supporting leg aligns dead bolt with bolts jail, two holes with the pin-and-hole that hoists on the derrick standpipe, jack piston rod jacking from jack cylinder goes out to promote the outer sleeve frame operating platform and runs derrick in prolonging upwards sliding, two groups of jack piston rods begin to shrink in the oil cylinder of jack cylinder, after last group of jack piston rod jacking finished, jack supporting leg and derrick standpipe under two groups the jack piston rod are held tightly, fixedly keyhole aligns dead bolt with bolt jail, two holes with the pin-and-hole that hoists, one group of jack supporting leg breaks away from bolt and separates with the derrick standpipe, two groups of jack piston rod jackings from jack cylinder are released, hydraulic jack is with this reciprocal contraction, jacking is released, and promotes the rising of outer sleeve frame operating platform.
The lifting hanging basket is assemblied between the hanging basket guide rail of two side in the two side of hanging basket guide rails assembling in the interior well word space that runs derrick, derrick, and the hanging basket guide rail folder in the derrick on the lifting hanging basket both walls is clipped on the hanging basket guide rail.The hanging basket movable pulley that install at the outer top of lifting hanging basket in the derrick be installed in outer sleeve frame, hanging basket head sheave in the hanging basket head sheave rack beams on the fixed frame of stock top is worn with wire rope and is connected, and the lifting hanging basket is along with the motion hanging basket of the wire rope hanging basket guide rail in running derrick in prolonging moves up and down in the derrick.
Self lift type chimney, water tower construction pylon are under the promotion of hydraulic jack, operating platform is risen to the desired height of construction, the installation of lifting hanging basket has improved the vertical transport under high aerial smallclothes, loose mail and the special weather in the derrick, self lift type chimney, water tower construction pylon are with the non-type construction scaffolding, having formed chapter can target-seeking typing construction machinery equipment, improved the security performance in chimney, the construction of water tower high-altitude, make the high-altitude construction safer, faster, saved time and operating expenses, the guarantee on the facility has been played in the raising of workmanship.
Description of drawings
Fig. 1 is the utility model self lift type chimney, water tower construction pylon assembled view
View runs derrick among Fig. 2 Fig. 1
Fig. 3 is the derrick support assemblies view among Fig. 2
Fig. 4 is the outer sleeve frame operating platform view among Fig. 1
Fig. 5 is the operating platform roof beam structure assembled view among Fig. 4
Fig. 6 is that the stock among Fig. 4 supports, the fixed frame assembled view
Run derrick among Fig. 7 Fig. 1, outer sleeve frame suit plan view
Fig. 8 is the utility model hydraulic jack service diagram A
Fig. 9 is the utility model hydraulic jack service diagram B
Figure 10 is the utility model hydraulic jack assembling node diagram
Figure 11 is the interior lifting hanging basket assembled view of the derrick among Fig. 1
Among the figure: run derrick in 1,2 derrick standpipes, 3 make junction plate, 4 derrick stulls, 5 derrick braces, 6 pipe connection-pegs, 7 pin-and-holes that hoist, 8 outer sleeve frame operating platforms, 9 outer sleeve frames, 10 cover support keyholes, 11 stocks stand the angle, 12 stock stulls, 13 stock diagonal braces, 14 stocks bottom fixed frame, 15 stock top fixed frames, 16 platform inner ring beams, 17 platform outer-ring beams, 18 platform radial beams, 19 platform connection boxes, 20 hydraulic jack, 21 jack cylinders, 22 jack piston rods, 23 jack fixed heads, 24 jack supporting legs, 25 dead bolt pin-and-holes, 26 dead bolts, 27 operating platforms, lifting hanging basket in the 28 platform diagonal members, 29 derricks, 30 hanging basket guide rails, 31 hanging basket guide rails folder, 32 hanging basket movable pulley, 33 hanging basket head sheave rack beams, 34 hanging basket head sheaves, 35 wire rope.
The chimney of self lift type shown in Fig. 1, water tower construction pylon are comprised of lifting hanging basket (29) in interior running derrick (1) outer sleeve frame operating platform (8) hydraulic jack (20) derrick.In run derrick (1) be the load-carrying members of self lift type chimney, water tower construction pylon, be the slide rail of outer sleeve frame operating platform (8), play the lifting hoistway function of lifting hanging basket (29) in the derrick.(1) the peripheral outer sleeve frame operating platform (8) that runs derrick in being sleeved on is the place of construction material, facility, personnel's activity in production.Hydraulic jack (20) is the power set that outer sleeve frame operating platform (8) slides and promotes.The vertical transport of lifting hanging basket (29) is smallclothes, loose mail and has played safer effect under the condition of Changes in weather in the derrick.
Run derrick in shown in Fig. 2 (1) twisted to connect by derrick standpipe (2) derrick stull (4) derrick brace (5) and form.
The upper equidistant design of the standpipe of derrick shown in Fig. 3 (2) is connected with support on each end derrick standpipe (2) respectively with the two ends of each other support junction plate (3) the derrick stulls (4) of 90 degree of standpipe center that version (3) is stubborn to be connect, the stubborn support junction plate (3) that connects the other end and another root derrick standpipe (2) downside of the support junction plate (3) of two ends one end of derrick brace (5) and a derrick standpipe (2) upside is twisted and is connect, the support junction plates (3) of 90 degree through and stubborn the connecing of derrick stull (4) derrick brace (5), be assembled into run derrick in square (1).
The operating platform of outer sleeve frame shown in Fig. 4 (8) is comprised of outer sleeve frame (9) operating platform (27) two parts.Platform connection box (19) bolt on the platform inner ring beam (16) of operating platform (27) and the outer sleeve frame (9), the disposable outer sleeve frame operating platform (8) that is assembled into.
It is radial that many group platforms radial beam (18) of operating platform shown in Fig. 5 (27) is 360 degree, one end and platform inner ring beam (16) are twisted and are connect, the other end and platform outer-ring beam (17) are twisted and are connect, 4 tie points that the lower end at 4 platform diagonal members (28) two ends and platform outer-ring beam (17) circumference are divided equally are twisted mutually and are connect, and the upper end of platform diagonal member (28) is given and being connect twisting mutually with the vertical top, angle (11) of the stock of outer sleeve frame (9).
On the vertical angle (11) of the stock of outer sleeve frame shown in Fig. 6 (9), the lower end of designing the vertical angle (11) of (10) 4 stocks of cover support keyhole of standard is twisted with 4 jiaos of stock lower curtate fixed frame (14) respectively and is connect, the upper end at the vertical angles (11) of 4 stocks is twisted with 4 jiaos of stock top fixed frame (15) respectively and is connect, the stubborn cover that is connected on the vertical angle (11) of stock of stock stull (12) stock diagonal brace (13) standard supports on the keyhole (10), and stock founds position, middle and lower part and the stubborn rear composition outer sleeve frame (9) that connects of platform connection box at angle (11).
The periphery of (1) runs derrick in outer sleeve frame shown in Fig. 7 (9) is sleeved on, derrick stull (4) is twisted with support junction plate (3) and is connect, cover support keyhole (10) on the vertical angle (11) of stock stull (12) and stock is twisted and is connect, and stock stands between the interior angle at angle (11) and derrick standpipe (1) external arc and leaves the slip slit.
(20) two of four hydraulic jack that are installed in platform inner ring beam (16) and platform connection box (19) bottom shown in Fig. 8 are a composition diagonal angle, jack supporting leg (24) under the jack piston rod (22) of one group of hydraulic jack (20) is embraced with derrick standpipe (2) and is adjacent to, fixedly keyhole (25) on the jack supporting leg (24) is aimed at the pin-and-hole that hoists (7) on the derrick standpipe (2), dead bolt (26) is with bolt jail, two holes, the jacking from jack cylinder (21) of the jack piston rod (22) of hydraulic jack (20) goes out, promotion is connected to the platform inner ring beam (16) of jack cylinder (21) upper end and the rising of platform connection box (19), and the jack piston rod (22) of two groups hydraulic jack (20) shrinks back in the jack cylinder (21).
Jack supporting leg (24) under two groups of jack piston rods (22) that shrink back jack cylinder (21) shown in Fig. 9 is embraced with derrick standpipe (2) and is adjacent to, fixedly keyhole (25) on the jack supporting leg (24) is aimed at the pin-and-hole that hoists (7) on the derrick standpipe (2), dead bolt (26) is with bolt jail, two holes, jack supporting leg (24) under the last group of jack piston rod of finishing to hoist (22) shrinks back jack cylinder (21) with derrick standpipe (2) disengaging, and the jack piston rod in two groups of bolt jails (22) jacking from jack cylinder (21) goes out.Hydraulic jack (20) so moves back and forth, raise platform inner ring beam (16) and platform connection box (19) make outer sleeve frame operating platform (8) run derrick in prolonging (2) upwards sliding.
The fixed head of jack shown in Figure 10 (23) is installed in platform inner ring beam (16) and platform connection box (19) downside, jack cylinder (21) upper end of hydraulic jack (20) and jack fixed head (23) bolt jail.
In vertically being installed in, the guide rail of hanging basket shown in Figure 11 (30) runs derrick in the derrick stull (4) of both sides in (1) well word, lifting hanging basket (29) is assemblied between two hanging basket guide rails (30) in the derrick, the hanging basket guide rail of lifting hanging basket (29) both sides folder (31) is installed on the hanging basket guide rail (30) in the derrick, stock top fixed frame (15) bolt of hanging basket head sheave rack beams (33) and outer sleeve frame (9) upper end, the hanging basket movable pulley (32) at the outer top of lifting hanging basket (29) is connected with hanging basket head sheave (34) employing wire rope (35) wire rope handling on the hanging basket head sheave rack beams (33) in the derrick, the interior hanging basket guide rail (30) of (1) well word that runs derrick in lifting hanging basket (29) prolongs by the motion of wire rope (35) in the derrick rises, and descends.
Self lift type chimney water tower construction pylon is a kind ofly to assembly by lifting hanging basket (29) in interior running derrick (1), outer sleeve frame operating platform (8), hydraulic jack (20), the derrick, outer sleeve frame (9) forms integrally formed outer sleeve frame operating platform (8) with operating platform (27), run derrick in outer sleeve frame operating platform (8) the is sleeved on periphery of (1), stock stands angle (11) and leaves the slip slit with derrick standpipe (2).
The jack cylinder (21) of hydraulic jack (20) upwards is installed in the platform inner ring beam (16) of outer sleeve frame operating platform (8), below the platform connection box (9), jack supporting leg (24) under the jack piston rod (22) of hydraulic jack (29) with in the run derrick derrick standpipe (2) of (1) embrace and to be adjacent to, dead bolt pin-and-hole (25) on the jack supporting leg (24) aligns dead bolt (26) with bolt jail, two holes with pin-and-hole (7) two holes that hoist on the derrick standpipe (2), jack piston rod (22) stretches out from jack cylinder (21), jacking, run derrick in outer sleeve frame operating platform (8) prolongs (1) sliding.
In the lifting hanging basket (29) that runs derrick in the derrick of installing in (1) well word in the serial connection motion of wire rope (35) is downward, run derrick and move both vertically up and down in (1) well word.
The motion that self lift type chimney water tower construction pylon is raised by hydraulic jack (20), run derrick in outer sleeve frame operating platform (8) prolongs (1) sliding to the required operation height of constructing, in run derrick lifting hanging basket (29) in the derrick of installing in (1) well word increased the security reliability of vertical transport, self lift type chimney water tower is executed
Worker's pylon makes chimney, water tower construction that the manufacturing machine of typing arranged, and convenient construction is saved man-hour, reduces construction costs, has improved the production safety management quality.
Claims (3)
1. self lift type chimney water tower construction pylon, a kind ofly to assembly by lifting hanging basket (29) in interior the running derrick (1), outer sleeve frame operating platform (8), hydraulic jack (20), derrick, it is characterized in that: form integrally formed outer sleeve frame operating platform (8) by outer sleeve frame (9) and operating platform (27), run derrick in outer sleeve frame operating platform (8) the is sleeved on periphery of (1), stock stands angle (11) and leaves glade plane space with derrick standpipe (2).
2. a kind of self lift type chimney water tower construction pylon according to claim 1, it is characterized in that: the jack cylinder (21) of hydraulic jack (20) upwards is installed in the platform inner ring beam (16) of outer sleeve frame operating platform (8), below the platform connection box (9), jack supporting leg (24) under the jack piston rod (22) of hydraulic jack (29) with in the run derrick derrick standpipe (2) of (1) embrace and to be adjacent to, dead bolt pin-and-hole (25) on the jack supporting leg (24) aligns dead bolt (26) with bolt jail, two holes with pin-and-hole (7) two holes that hoist on the derrick standpipe (2), very heavy piston rod (22) stretches out from jack cylinder (21), jacking, run derrick in outer sleeve frame operating platform (8) prolongs (1) is sliding.
3. a kind of self lift type chimney water tower construction pylon according to claim 1 is characterized in that: in the lifting hanging basket (29) that runs derrick in the derrick of installing in (1) well word in the serial connection motion of wire rope (35) is downward, run derrick and move both vertically up and down in (1) well word.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220019550 CN202689495U (en) | 2012-01-17 | 2012-01-17 | Self-elevating chimney and water tower construction tower frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220019550 CN202689495U (en) | 2012-01-17 | 2012-01-17 | Self-elevating chimney and water tower construction tower frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202689495U true CN202689495U (en) | 2013-01-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220019550 Expired - Fee Related CN202689495U (en) | 2012-01-17 | 2012-01-17 | Self-elevating chimney and water tower construction tower frame |
Country Status (1)
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| CN (1) | CN202689495U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103291116A (en) * | 2013-05-20 | 2013-09-11 | 中国十五冶金建设集团有限公司 | Grid-type formwork supporting and operating platform for construction of water tank on top of inverted-cone water tower |
| CN103912113A (en) * | 2014-03-29 | 2014-07-09 | 宜昌市天鸿科技有限责任公司 | Umbrella-shaped structure load-bearing maintenance framed bent |
| CN104018661A (en) * | 2014-06-16 | 2014-09-03 | 山东电力建设第一工程公司 | Annular installation platform of steel chimney |
| CN105715029A (en) * | 2016-02-01 | 2016-06-29 | 重庆瑜煌电力设备制造有限公司 | Anti-fall steel angle tower |
| CN107939301A (en) * | 2017-12-20 | 2018-04-20 | 平煤建工集团特殊凿井工程有限公司 | A kind of drilling tool assembles tower |
| CN111058759A (en) * | 2019-11-15 | 2020-04-24 | 国家电投集团江西电力工程有限公司 | Boiler overhauls device suitable for thermal power station factory building |
| CN112982929A (en) * | 2021-03-08 | 2021-06-18 | 中建七局第二建筑有限公司 | Suspended construction platform's constitution mechanism |
-
2012
- 2012-01-17 CN CN 201220019550 patent/CN202689495U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103291116A (en) * | 2013-05-20 | 2013-09-11 | 中国十五冶金建设集团有限公司 | Grid-type formwork supporting and operating platform for construction of water tank on top of inverted-cone water tower |
| CN103291116B (en) * | 2013-05-20 | 2015-09-02 | 中国十五冶金建设集团有限公司 | For the netted shuttering supporting operating platform of construction of water tank on top of inverted-cone water tower |
| CN103912113A (en) * | 2014-03-29 | 2014-07-09 | 宜昌市天鸿科技有限责任公司 | Umbrella-shaped structure load-bearing maintenance framed bent |
| CN103912113B (en) * | 2014-03-29 | 2016-03-30 | 宜昌市天鸿科技有限责任公司 | A kind of beveled structure load-bearing maintenance framed bent |
| CN104018661A (en) * | 2014-06-16 | 2014-09-03 | 山东电力建设第一工程公司 | Annular installation platform of steel chimney |
| CN105715029A (en) * | 2016-02-01 | 2016-06-29 | 重庆瑜煌电力设备制造有限公司 | Anti-fall steel angle tower |
| CN107939301A (en) * | 2017-12-20 | 2018-04-20 | 平煤建工集团特殊凿井工程有限公司 | A kind of drilling tool assembles tower |
| CN107939301B (en) * | 2017-12-20 | 2024-04-19 | 平煤建工集团特殊凿井工程有限公司 | Drilling tool assembling tower |
| CN111058759A (en) * | 2019-11-15 | 2020-04-24 | 国家电投集团江西电力工程有限公司 | Boiler overhauls device suitable for thermal power station factory building |
| CN111058759B (en) * | 2019-11-15 | 2021-05-07 | 国能濮阳热电有限公司 | Boiler overhauls device suitable for thermal power station factory building |
| CN112982929A (en) * | 2021-03-08 | 2021-06-18 | 中建七局第二建筑有限公司 | Suspended construction platform's constitution mechanism |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130123 Termination date: 20160117 |
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| EXPY | Termination of patent right or utility model |