CN201635390U - Automatic formwork supporting machine for high-rise building elevator shaft construction - Google Patents
Automatic formwork supporting machine for high-rise building elevator shaft construction Download PDFInfo
- Publication number
- CN201635390U CN201635390U CN2009201499134U CN200920149913U CN201635390U CN 201635390 U CN201635390 U CN 201635390U CN 2009201499134 U CN2009201499134 U CN 2009201499134U CN 200920149913 U CN200920149913 U CN 200920149913U CN 201635390 U CN201635390 U CN 201635390U
- Authority
- CN
- China
- Prior art keywords
- derrick
- formwork
- platform
- shaft frame
- lift well
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Abstract
An automatic formwork supporting machine for high-rise building elevator shaft construction comprises a lifting shaft frame, a shaft frame supporting beam, a maintenance suspended platform suspended below the shaft frame, a profile steel corbel fixed onto a shaft wall through wall through bolts, an electric block, a lifter platform, a construction operation platform arranged on the top face of the lifting shaft frame, a hydraulic or pneumatic jack formwork supporting or disassembling power mechanism, a profile steel formwork and the like. Work principle of the automatic formwork supporting machine includes that the electric block installed on the lifter platform is used for hanging the lifting shaft frame; the lifter platform is fixed on the shaft wall in the middle of the shaft frame; the electric block is started to lead the lifting shaft frame to ascend by a higher layer and lead the lifting shaft frame to be fixed onto an elevator shaft wall; a small electric block installed on the top of the shaft frame is started to lift the lifter platform to a higher layer to fix the same onto the shaft wall so as to finish a lifting process; and later circulatory ascending is realized according to the method. On a formwork supporting face, the hydraulic or pneumatic jack folds or unfolds a profile steel formwork with hinges through a link mechanism to complete formwork disassembling and supporting work, and the whole formwork is overlapped on the lifting shaft frame to lift with the shaft frame.
Description
[technical field]
The utility model belongs to the high-building construction plant equipment, particularly a kind of construction of lift well formwork equipment.
[background technology]
The form of structure of high building project employing at present generally is monolithic reinforced concrete structure, the construction mold method of elevator shaft pit shaft then is to set up earlier steel pipe scaffold in pit shaft, the workman stands in template assembly and the reinforcement of finishing the borehole wall on the scaffold, after waiting this layer borehole wall placing of concrete to finish and reaching certain intensity, have bad luck to top floor by manually pulling down template, construction scaffolding requires correspondingly to connect along with increasing layer by layer of floor of construction high till binding in the well.This traditional construction of lift well mold method work efficiency is lower, and labor intensive is more, and material occupancies such as template, flitch, steel pipe are big, loss is also higher.
[utility model content]
The utility model has proposed a kind of construction of lift well automation formwork machine in order to overcome above-mentioned the deficiencies in the prior art.
The technical scheme that its technical problem that solves the utility model adopts is: a kind of highrise building construction of lift well automation formwork machine is provided, and it comprises and promotes that indigo plant is hung in maintenance that derrick, derrick joist, derrick hang below, construction operation platform, hydraulic pressure or the pneumatic jack formwork and the form removal actuating unit, the punching block mould of finalizing the design etc. that are fixed on shaped steel bracket on the borehole wall, electric block, elevator platform, winding shaft top of support by through-wall bolt formed.Its operating principle is: 1) establish an elevator platform at the middle part that promotes derrick, this platform is " H " shape, i iron lifting platform girder passes from the hollow part that promotes derrick, platform girder two ends then are supported on the channel-section steel shoulder pole girder, the channel-section steel shoulder pole girder is sitting on the bracket that is fixed in the borehole wall, the platform girder hangs 1 electric block down, transferring wire rope will promote the derrick joist and sling, the startup electric block will promote derrick and slowly promote, after being promoted to desired height (being generally the floor height of current institute construction floor), be bearing on the shaped steel bracket of the borehole wall.2) elevator platform is transferred this platform of wire rope suspensioning by 1 the small-sized electric cucurbit that is arranged on the winding shaft top of the trellis, startup small-sized electric cucurbit up is increased to a floor again and is sitting on the shaped steel bracket that is fixed in the borehole wall, get ready for the lifting of next time, so move in circles and finish from level to level lifting.3) before promoting the derrick lifting, the typing punching block that is arranged at crown is separated the borehole wall by the jack actuating unit with steel form, with promote derrick rise behind the floor still by this jack power and linkage with punching block strut in place, proofread and correct after, the formwork of the borehole wall in finishing, the borehole wall just can water the concrete of hoistway wall after having propped up external mold outside.
[description of drawings]
Fig. 1 is the positive elevational schematic view of construction of lift well automation formwork machine of the present utility model.
Fig. 2 is Fig. 1 side elevation schematic diagram.
Fig. 3 is the elevator steel platform plane figure of construction of lift well automation formwork machine shown in Figure 1.
Fig. 4 is a lifting derrick plan view shown in Figure 1.
Fig. 5 is a typing punching block plan view shown in Figure 1.
Label declaration wherein:
1-promotes derrick 14-jack bearing support
2-electric block 15-through-wall bolt
3-derrick joist 16-wire rope
Indigo plant is hung in 4-small-sized electric cucurbit 17-maintenance
5-elevator platform 18-platform girder
The a pair of breach of 6-shaped steel bracket 19-symmetry
7-directive wheel 20-electric block point of suspension
8-formwork operating platform 21-promotes the derrick column
9-hydraulic pressure or pneumatic jack 22-wire rope suspensioning point
10-typing punching block 23-punching block hinge
11-connecting rod 24-punching block channel-section steel skeleton
12-cat ladder 25-channel-section steel shoulder pole girder
13-elevator shaft borehole wall 26-angle steel
[specific embodiment]
Below in conjunction with accompanying drawing in detail the utility model most preferred embodiment is described in detail.
See also Fig. 1 to Fig. 5:
Construction of lift well automation formwork machine such as Fig. 1~shown in Figure 5:
As shown in Figure 1 and Figure 2; a kind of highrise building construction of lift well automation formwork machine is provided, its mainly comprise promote maintenance that derrick (1), derrick joist (3), derrick hang below hang indigo plant (17), by through-wall bolt be fixed on shaped steel bracket (6), electric block (2), elevator platform (5) on the borehole wall, the construction formwork operating platform (8), hydraulic pressure or the pneumatic jack formwork that promote derrick (1) end face form with form removal actuating unit (9), the punching block mould (10) of finalizing the design etc.A form removal system of construction of lift well automation formwork machine is connected with gemel typing punching block (10) by linkage (11) by hydraulic pressure or pneumatic jack (9); draw or strut form removal or the formwork work finished in, this cover integral mold plate is arranged on lifting derrick (1) and upward promotes with derrick.Hoisting System is transferred wire rope (16) suspention connection lifting derrick (1) by the electric block (2) that elevator platform (5) goes up installation, and electric block (2) drives wire rope (16) drive and promotes derrick (1) rising.Elevator platform (5) is " H " type, and platform girder (18) is supported on the channel-section steel shoulder pole girder (25) for steel I-beam, and channel-section steel shoulder pole girder (25) then is sitting on the shaped steel bracket (6) that is fixed in the borehole wall (13) side.The derrick joist (3) that will promote derrick (1) bottom is sitting in after the bracket (6) that is fixed in the borehole wall goes up, utilize promoting the wire rope that the little electric block (4) at derrick (1) top transfers conversely is connected with elevator platform (5), little electric block (4) drives wire rope platform (5) is upwards promoted a floor, and once more it is fixed on the hoistway wall.So circulation is gone down, and successively climbs until top layer.
1) struts and finish formwork punching block (10) gathering of maybe will finalizing the design and separate the borehole wall (13) by hydraulic pressure or pneumatic jack (9) driven plunger jacking or retraction drivening rod mechanism (11) punching block (10) of will finalize the design.Promote the preceding preparation of earlier punching block being separated the borehole wall (13) and performing other.
2) shaped steel bracket (6) is fixed on the borehole wall (13) by through-wall bolt (15), reserves the through-wall bolt hole on the borehole wall.The derrick joist (3) that promotes derrick (1) is sitting on the shaped steel bracket (6).Start electric block (2) lifting and promote floor of derrick (1) rising, and be sitting on the shaped steel bracket (6) of last layer.
3) start the little electric block (4) that promotes derrick (1) top elevator platform (5) is upwards promoted a floor, and be fixed on the shaped steel bracket (6) of the borehole wall.
4) wire rope (16) of electric block (2) suspention derrick joist (3), four faces of derrick respectively are equipped with two directive wheels (7).
5) hydraulic pressure or pneumatic jack (9) are fixed on the formwork operating platform (8) by jack bearing support (14).
6) elevator platform (5) is " H " type, its central authorities leave the both sides that a pair of breach (19) of symmetry is convenient to derrick (1) platform girder (18) and pass, this platform is provided with from the both sides of derrick (1) platform girder (18) and passes, and this platform is provided with the i iron platform girder (18), the channel-section steel shoulder pole girder (25) of support platform girder (18), the electric block point of suspension (20) that pass from the middle hollow part of derrick (1) and sees Fig. 3.
7) promote derrick (1) design four root posts (21), wire rope suspensioning point (22) is set on derrick joist (3), see Fig. 4.
8) typing punching block (10) is provided with hinge (23) and can rotates, make the support framework of punching block (10) with channel-section steel (24), can strut typing punching block (10) in place by linkage (11) during jack (9) jacking, four angles respectively be provided with an angle steel (26), see Fig. 4.
9) hang with a maintenance below the lifting derrick (1) and hang indigo plant (17), the shaped steel bracket on the do dismounting borehole wall and the usefulness of maintenance, it can get the effect of security protection to the elevator shaft hypomere simultaneously.Be provided with steel cat ladder (12) from top to bottom for about the operating personnel along promoting derrick (1).
Claims (9)
1. highrise building construction of lift well automation formwork machine; it mainly comprises lifting derrick (1); derrick joist (3); indigo plant (17) is hung in the maintenance that derrick hangs below; electric block (2); elevator platform (5); promote derrick (1); construction formwork operating platform (8); hydraulic pressure or pneumatic jack formwork and form removal actuating unit (9); typing punching block mould (10) is formed; it is characterized in that: a form removal system of construction of lift well automation formwork machine is connected with gemel typing punching block (10) by linkage (11) by hydraulic pressure or pneumatic jack (9); this cover integral mold plate is arranged on and promotes on the derrick (1); being fixed on electric block (2) that the elevator platform (5) on the borehole wall go up to install in the Hoisting System transfers wire rope (16) suspention and connects and promote derrick (1); the derrick joist (3) that promotes derrick (1) bottom is arranged on the bracket (6) that is fixed in the borehole wall, and the little electric block (4) that promotes derrick (1) top is connected with elevator platform (5) by wire rope.
2. highrise building construction of lift well automation formwork machine as claimed in claim 1 is characterized in that: shaped steel bracket (6) is fixing by the through-wall bolt (15) and the borehole wall (13), reserves the through-wall bolt hole on the borehole wall.
3. highrise building construction of lift well automation formwork machine as claimed in claim 1, it is characterized in that: elevator platform (5) is arranged on the shaped steel bracket (6) that is fixed on the borehole wall.
4. highrise building construction of lift well automation formwork machine as claimed in claim 1 is characterized in that: wire rope (16) the suspention derrick joist (3) by electric block (2) connects, and four faces that promote derrick (1) respectively are equipped with two directive wheels (7).
5. highrise building construction of lift well automation formwork machine as claimed in claim 1 is characterized in that: the hydraulic pressure or the pneumatic jack (9) of a form removal system are fixed on the formwork operating platform (8) by jack bearing support (14).
6. highrise building construction of lift well automation formwork machine as claimed in claim 1; it is characterized in that: elevator platform (5) is " H " type; the a pair of breach (19) that its central authorities leave symmetry is convenient to derrick (1) and is passed from the both sides of platform girder (18), and this platform is provided with i iron platform girder (18), the channel-section steel shoulder pole girder (25) of support platform girder (18), the electric block point of suspension (20) that the hollow part in the middle of the derrick (1) is passed.
7. highrise building construction of lift well automation formwork machine as claimed in claim 1 is characterized in that: promote derrick (1) design four root posts (21), wire rope suspensioning point (22) is set on derrick joist (3).
8. highrise building construction of lift well automation formwork machine as claimed in claim 1; it is characterized in that: typing punching block (10) is provided with hinge (23) and can rotates; make the support framework of punching block (10) with channel-section steel (24); can strut typing punching block (10) in place by linkage (11) during jack (9) jacking, four angles respectively be provided with an angle steel (26).
9. highrise building construction of lift well automation formwork machine as claimed in claim 1 is characterized in that: hang with a maintenance below the lifting derrick (1) and hang indigo plant (17), be provided with steel cat ladder (12) from top to bottom along promoting derrick (1).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2009201499134U CN201635390U (en) | 2009-04-10 | 2009-04-10 | Automatic formwork supporting machine for high-rise building elevator shaft construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2009201499134U CN201635390U (en) | 2009-04-10 | 2009-04-10 | Automatic formwork supporting machine for high-rise building elevator shaft construction |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201635390U true CN201635390U (en) | 2010-11-17 |
Family
ID=43079878
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2009201499134U Expired - Fee Related CN201635390U (en) | 2009-04-10 | 2009-04-10 | Automatic formwork supporting machine for high-rise building elevator shaft construction |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN201635390U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110469106A (en) * | 2019-09-09 | 2019-11-19 | 甘肃第七建设集团股份有限公司 | A kind of high rise elevator well jacking formwork system and its construction method |
CN113056432A (en) * | 2018-11-09 | 2021-06-29 | 株式会社日立制作所 | Elevator device for construction |
CN113167072A (en) * | 2018-12-18 | 2021-07-23 | 因温特奥股份公司 | Construction site equipment with climbing formwork and elevator system |
CN116201347A (en) * | 2023-05-06 | 2023-06-02 | 山西建投晋南建筑产业有限公司 | Assembled building lifting support frame |
-
2009
- 2009-04-10 CN CN2009201499134U patent/CN201635390U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113056432A (en) * | 2018-11-09 | 2021-06-29 | 株式会社日立制作所 | Elevator device for construction |
CN113056432B (en) * | 2018-11-09 | 2022-06-17 | 株式会社日立制作所 | Elevator device for construction |
CN113167072A (en) * | 2018-12-18 | 2021-07-23 | 因温特奥股份公司 | Construction site equipment with climbing formwork and elevator system |
CN110469106A (en) * | 2019-09-09 | 2019-11-19 | 甘肃第七建设集团股份有限公司 | A kind of high rise elevator well jacking formwork system and its construction method |
CN116201347A (en) * | 2023-05-06 | 2023-06-02 | 山西建投晋南建筑产业有限公司 | Assembled building lifting support frame |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105201195B (en) | One kind can lift supporting leg type elevator hoistway construction platform and construction method | |
CN200975103Y (en) | Hydraulic center top lifting framework apparatus | |
CN108033367B (en) | Synchronous lifting device and lifting method for steel column and cylinder frame alternately supported steel platform and tower crane | |
CN101284628B (en) | Hoisting method for framework of large tonnage pressing machine | |
CN201367728Y (en) | Derrick-less hydraulic slip form device used for reinforced concrete water tower supporting tube construction | |
CN102251483B (en) | Construction method for hoisting concrete-filled steel tube lattice bridge pier through self-lifting attached crane | |
CN212176541U (en) | Light-duty high-efficient construction that can have enough to meet need makes building equipment | |
CN201635390U (en) | Automatic formwork supporting machine for high-rise building elevator shaft construction | |
CN110685433A (en) | Chimney construction device and construction method applying hydraulic lifting and rollover technology | |
CN203654702U (en) | Operating platform for construction of reinforced concrete chimney | |
CN111648585A (en) | Construction method and device of suspended support type steel truss platform | |
CN104989111A (en) | Construction method for steel structure high-rise hoisting | |
CN213836318U (en) | Bridge floor wet joint hangs mould structure | |
CN107575032A (en) | A kind of bolt-ball net frame roofing installation method | |
CN113062584A (en) | Multipoint elevator shaft construction lifting platform and construction method | |
CN200971610Y (en) | Guide lifting platform device for chimney | |
CN201460186U (en) | Adhesive lifting scaffold | |
CN105776092A (en) | Stretching type basket device and construction method thereof | |
CN216662305U (en) | Super high-rise tower crane bottom attached hydraulic self-climbing hard protection platform | |
CN214302804U (en) | Double-layer hanging basket of riding horse type | |
CN206800201U (en) | The compound Hanging basket on front support of single cable plane | |
CN213329962U (en) | Split type lifting scaffold | |
CN211396549U (en) | Telescopic folding elevator shaft construction operation platform | |
CN215519870U (en) | Elevator shaft operating platform | |
CN212613671U (en) | Construction device of suspended support type steel truss platform |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101117 Termination date: 20120410 |