CN205742991U - A kind of truss-like hydraulic pressure integral steel platform jumping formwork - Google Patents
A kind of truss-like hydraulic pressure integral steel platform jumping formwork Download PDFInfo
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- CN205742991U CN205742991U CN201620385432.3U CN201620385432U CN205742991U CN 205742991 U CN205742991 U CN 205742991U CN 201620385432 U CN201620385432 U CN 201620385432U CN 205742991 U CN205742991 U CN 205742991U
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Abstract
This utility model relates to Architectural Equipment field, discloses a kind of truss-like hydraulic pressure integral steel platform jumping formwork, including vertical main framework, wall-attaching equipment, guide rail, anti-fall climbing device, horizontal former pushing mechanism, template；Wall-attaching equipment is connected with wall body built-in fitting, and vertical main framework is suspended in wall-attaching equipment, is removably connected with wall-attaching equipment by off-load bearing pin and safety plug；Guide rail is connected with vertical main framework, and removably connects with wall-attaching equipment, and vertical main framework can slide up and down along guide rail；Anti-fall climbing device is fixed on vertical main framework, and the anti-fall climbing device of Driven by Hydraulic Cylinder of climbing drives vertical main framework entirety to climb；Change operation handle orientations realizes vertical main framework and guide rail alternately climbs；Horizontal former pushing mechanism is fixed on vertical main framework crossbeam, and template is fixed on horizontal former pushing mechanism front end；This utility model uses Integration Design, and assembly all completes in factory, and equipment degree is high, climbs and tears open, die closing operation all uses hydraulic power, processing ease, and action is directly perceived.
Description
Technical field
This utility model relates to Architectural Equipment technical field, particularly to a kind of truss-like hydraulic pressure integral steel platform jumping formwork.
Background technology
In the Core Walls Structure work progress of Steel-concrete Composite system high-rise building, traditional construction method is usually Core Walls Structure one-piece casting, but for the high-rise building that some monolayer area are bigger, Core Walls Structure monolayer area is the most relatively large, core-tube partial construction still uses the construction method of this traditional one-piece casting, require that the labour force of each work post of input is the biggest, labour force and resource distribution are uneven, and construction period is the most long, the control to duration and cost is the most unfavorable.
For solving the problem that Core Walls Structure one-piece casting brings, some construction of super highrise building sides attempt Core Walls Structure bigger for monolayer area is divided construction section, change cross construction into, so can save construction cost, balance resource distribution, shortens construction period simultaneously, but the division of construction section also brings a series of problem, after dividing such as construction section, in the construction of jumping formwork, the setting of operation at top integral steel platform, concreting process, the placement location etc. of material distributing machine all becomes more difficulty.
Utility model content
The purpose of this utility model overcomes the deficiencies in the prior art exactly, it is provided that a kind of truss-like hydraulic pressure integral steel platform jumping formwork, including vertical main framework, wall-attaching equipment, guide rail, anti-fall climbing device, horizontal former pushing mechanism, template；
Described wall-attaching equipment is fixing with wall body built-in fitting to be connected, and described vertical main framework is suspended in described wall-attaching equipment by hook, and is removably connected with described wall-attaching equipment by off-load bearing pin and safety plug；
Described guide rail is connected with described vertical main framework, and removably connects with described wall-attaching equipment, and described vertical main framework can slide up and down along described guide rail；
Described anti-fall climbing device is fixed on described vertical main framework, including the hydraulic cylinder that climbs, hydraulic oil pump, operation handle, described in the anti-fall climbing device that climbs described in Driven by Hydraulic Cylinder drive described vertical main framework entirety to climb；Change described operation handle orientations and realize described vertical main framework and described guide rail alternately climbs；
Described horizontal former pushing mechanism is fixed on described vertical main framework crossbeam, and described template is fixed on described horizontal former pushing mechanism front end, and described horizontal former pushing mechanism realizes matched moulds or form removal by pushing away mould hydraulic cylinder.
Further, described vertical main framework includes crossbeam, column, diagonal brace, outer vertical rod, upper frame, lower suspension bracket, hook, crown wall assembly, is all connected by bearing pin or bolt；Several described vertical main frameworks are connected as entirety by connecting cross beam.
Further, described wall-attaching equipment includes attached wall plate, guide holder, installs bolt, off-load bearing pin, safety plug；By installing, bolt and body of wall are fixing to be connected described attached wall plate, and described guide holder mounts in described attached wall plate, and described guide holder is fixed spacing by described safety plug.
Further, described horizontal former pushing mechanism includes pushing away mould track, pushes away mould coaster, model sheetinstallat vertical beam, regulates pole, push away mould hydraulic cylinder mounting seat；Described push away mould hydraulic cylinder be installed on described in push away mould hydraulic cylinder mounting seat.
Further, described vertical main framework alien invasion is provided with shoulder guard net.
The beneficial effects of the utility model are:
(1) structural system uses the arrangement of vertically and horizontally truss, and monolithic truss assembling is convenient and swift, solves large span and requires that component specification is big, processing and the big problem of site operation difficulty；
(2) the vertically and horizontally interlaced layout of truss, arranging upper, middle and lower three layers altogether along support body short transverse, arrange different cross section and the truss of height according to the loading characteristic of every layer, all connection nodes all use gusset plate and bolt to connect, forming integral steel platform area big, intensity is high；
(3) construction flowing water fragment position support body does not carries out burst according to the division of structure construction section, not only solves owing to flowing water section divides the difficulty problem that the inner core jumping formwork brought is arranged, solves the problem that two construction section differing heights band templates are climbed simultaneously；
(4) higher due to integral steel platform bearing capacity, stability is preferable, the small-sized material distributing machine that original design each flowing water section is separately provided can be optimized for the large-scale material distributing machine placed in the middle part of a structure, while saving equipment cost, also provide conveniently for concreting；
(5) integral steel platform uses the mode that two-shipper position, four corners is arranged, four eight, corner seat in the plane jacking integral steel platforms, act on owing to two adjacent seats in the plane promote power simultaneously, the probability broken down in two seats in the plane simultaneously is greatly lowered, the problem solving the asynchronous lifting of conventional construction method jumping formwork；
(6) promoted asynchronous factor by jumping formwork to be affected, conventional construction method typically uses the mode that single pit shaft platform support body individually promotes, and this kind of mode entirety lifting synchronicity is preferable, achieve 28 seats in the plane of three pit shaft steel platforms to climb simultaneously, the jumping formwork activity duration can shorten more than half, thus improves efficiency of construction；
(7) this system uses modularized design, assembles main frame and uses split-type design, and single component weight is light, it is simple to Assembling, and between assembly, many employing bearing pins connect, quick for installation；
(8) horizontal former pushing mechanism equipment hydraulic power, matched moulds and form removal are easy and simple to handle, decrease that template is artificial and the time, thus accelerate construction speed；
(9) protection uses expanded metal lath outward, and intensity is high, and service life is long, profile neat appearance；
(10) wall-attaching equipment uses split-type design, and attached wall plate and guide holder are separate, uses bearing pin to connect, first can be installed on body of wall by the attached wall plate of lighter in weight, be then directed to seat and mount on attached wall plate during installation, and flexible operation is light.
This utility model embodiment uses Integration Design, and all component all completes in factory process, and equipment degree is high, and climbing and tearing die closing operation open all uses hydraulic power to complete, and processing ease, action is directly perceived.
Accompanying drawing explanation
Fig. 1 show structure construction flowing water section and divides and elevator numbering figure.
Fig. 2 show shown in Fig. 12,5,8# cylinder jumping formwork profile.
Fig. 3 show 5# elevator shaft integral truss-type steel platform plane layout drawing.
Fig. 4 show 5# elevator shaft integral truss-type steel platform profile.
Fig. 5 show this utility model embodiment one truss-like hydraulic pressure integral steel platform jumping formwork elevational schematic view.
Fig. 6 show vertical main framework structural representation.
Fig. 7 show vertical main framework perspective view.
Fig. 8 show wall-attaching equipment structural representation.
Fig. 9 show horizontal former pushing mechanism structural representation.
nullIn figure: 1-vertical main framework、2-guide rail、3-wall-attaching equipment、4-shoulder guard net、5-hydraulic oil pump、6-climbs hydraulic pump、7-pushes away mould hydraulic cylinder、The horizontal former pushing mechanism of 8-、9-crossbeam、The anti-fall climbing device of 10-、11-template、12-longitudiual truss、13-lateral connection truss、14-longitudiual truss、15-lateral connection truss、16-steel wire rope、17-chain block、18-steel platform support body、19-body of wall、101-upper frame、The outer vertical rod of 103-、104-links up with、105-column、106-diagonal brace、107-crown wall assembly、Suspension bracket under 108-、301-attached wall plate、302-installs bolt、303-safety plug、304-off-load bearing pin、305-guide holder、801-model sheetinstallat vertical beam、802-regulates pole、803-pushes away mould hydraulic cylinder mounting seat、804-pushes away mould track、805-pushes away mould coaster.
Detailed description of the invention
This utility model specific embodiment is described in detail below in conjunction with concrete accompanying drawing.It should be noted that, what the combination of technical characteristic described in following embodiment or technical characteristic was not construed as isolating, they can be mutually combined thus be reached superior technique effect.In the accompanying drawing of following embodiment, the identical label that each accompanying drawing is occurred represents identical feature or parts, can be applicable in different embodiment.
As shown in figs 1-9, this utility model embodiment one truss-like hydraulic pressure integral steel platform jumping formwork, including vertical main framework 1, wall-attaching equipment 3, guide rail 2, anti-fall climbing device 10, horizontal former pushing mechanism 8, template 11；
Described wall-attaching equipment 3 is fixing with wall body built-in fitting to be connected, and described vertical main framework 1 is suspended in described wall-attaching equipment 3 by hook 104, and is removably connected with described wall-attaching equipment 3 by off-load bearing pin 304 and safety plug 303；
Described guide rail 2 is connected with described vertical main framework 1, and removably connects with described wall-attaching equipment 3, and described vertical main framework 1 can slide up and down along described guide rail 2；
Described anti-fall climbing device 10 is fixed on described vertical main framework 1, including the hydraulic cylinder 6 that climbs, hydraulic oil pump 5, operation handle, described in the hydraulic cylinder 6 that climbs drive described anti-fall climbing device 10 to drive described vertical main framework 1 entirety to climb；Change described operation handle orientations and realize described vertical main framework 1 and described guide rail 2 alternately climbs；
Described horizontal former pushing mechanism 8 is fixed on described vertical main framework 1 crossbeam 9, and described template 11 is fixed on described horizontal former pushing mechanism 8 front end, and described horizontal former pushing mechanism 8 realizes matched moulds or form removal by pushing away mould hydraulic cylinder 7.
Preferably, described vertical main framework 1 includes crossbeam 9, column 105, diagonal brace 106, outer vertical rod 103, upper frame 101, lower suspension bracket 108, hook 104, crown wall assembly 107, is all connected by bearing pin or bolt；Several described vertical main frameworks 1 are connected as entirety by connecting cross beam.
Preferably, described wall-attaching equipment 3 includes attached wall plate 301, guide holder 305, installs bolt 302, off-load bearing pin 304, safety plug 303；By installing, bolt 302 is fixing with body of wall 19 to be connected described attached wall plate 301, and described guide holder 305 mounts in described attached wall plate 301, and described guide holder 305 is fixed spacing by described safety plug 303.
Preferably, described horizontal former pushing mechanism 8 includes pushing away mould track 804, pushes away mould coaster 805, model sheetinstallat vertical beam 801, regulates pole 802, push away mould hydraulic cylinder mounting seat 803；Described push away mould hydraulic cylinder 7 be installed on described in push away mould hydraulic cylinder mounting seat 803.
Preferably, described vertical main framework 1 alien invasion is provided with shoulder guard net 4.
Illustrate as a example by structure shown in Fig. 1, Fig. 1 show a Super-high-rising building Core Walls Structure site plan, whole Core Walls Structure Area comparison is big, it is divided into nine elevator shafts (numbering 1#-9# cylinder), it is divided into two construction sections (respectively construction section I and construction section II) in left and right, wherein 4#-6# pit shaft therefrom portion separates, and structure on two sides lays respectively at two different construction flowing water sections.Construct according to this utility model truss-like integral steel platform hydraulic climbing shuttering system construction method.Wherein 2,5,8# cylinder hydraulic climbing shuttering profile such as Fig. 2, wherein 5# cylinder site plan such as Fig. 3,5# elevator shaft integral truss-type steel platform profile, such as Fig. 4.
This utility model embodiment truss-like hydraulic pressure integral steel platform jumping formwork is before use, first special safe practice arrangement and method for construction is worked out by professional, adjust this system load and each assembly stressing conditions, separately design each assembly and truss member cross section according to the load in construction and stressing conditions；The safe practice that should first organize special construction team and relevant speciality technical staff to carry out arrangement and method for construction before implementing at the scene is told somebody what one's real intentions are.
Complete part in building structure to set up fence operation scaffold and set up platform as assembling, pouring reserved wall-attaching equipment 3 installation built-in fitting on construction wall 19, wall-attaching equipment in Fig. 53 is arranged on structure set aside pre-embedded part position by bolt, assemble vertical main framework 1 and be arranged in wall-attaching equipment 3 by carrying hook 104, guide rail 2 being installed in wall-attaching equipment 3.
As shown in Figure 8, wall-attaching equipment is by attached wall plate 301, guide holder 305, installing bolt 302, off-load bearing pin 304, safety plug 303 forms, its concrete installation method is, with installing bolt 302, the attached wall plate 301 of lighter in weight is fixed on building structure exterior wall 19, is then directed to seat 305 and mounts on attached wall plate 301, use safety plug 303 to be fixed spacing.
As shown in Figure 6, vertical main framework 1, including crossbeam 9, column 105, diagonal brace 106, outer vertical rod 103, upper frame 101, lower suspension bracket 108, hook 104, crown wall assembly 107, all it is assembled into an entirety by pin bolt.
As shown in Figure 9; horizontal former pushing mechanism 8 is by pushing away mould track 804; push away mould coaster 805; model sheetinstallat vertical beam 801; regulation pole 802, pushes away mould hydraulic cylinder mounting seat 803 and forms, in advance and push away mould hydraulic cylinder 7 and be completed; lift crossbeam 9 top to the vertical main framework 1 assembled, installed by bolt and put in place.
As it is shown in figure 5, by guide rail 2, climb hydraulic cylinder 6, anti-fall climbing device 10 and hydraulic oil pump 5 are installed and are put in place, so far integrated form truss-like hydraulic pressure integral steel platform creeping formwork vertical structure installation.
As shown in Figure 4, use longitudiual truss 12 that independent vertical main framework 1#-4# is connected into longitudinal entirety, in like manner use longitudiual truss 12 that independent vertical main framework 5#-8# is connected into longitudinal entirety, then use lateral connection truss 13 that two groups of longitudiual truss are connected into entirety, scaffold board is laid at truss top, install the cat ladder that the lower scope of operation uses, protection expanded metal lath 4 is installed outside support body, is formed and close protection.
Installing upper frame uses longitudiual truss 14 that independent vertical main framework 1#-4# upper frame is connected into longitudinal entirety, in like manner use longitudiual truss 14 that independent vertical main framework 5#-8# upper frame portion is connected into longitudinal entirety, then use lateral connection truss 15 that two groups of longitudiual truss are connected into entirety, shown in Fig. 4, complete the installment work of top twice vertically and horizontally truss.
The most successively assemble and set up, template 11 uses chain block 17 and steel wire rope 16 are hung on steel platform support body 18, completes truss-like integral steel platform template system as shown in Figure 4.
After installing, treat that superstructure has been constructed, after installing wall-attaching equipment 3 shown in Fig. 5, power is provided by hydraulic oil pump 5, driving is climbed hydraulic cylinder 6, promote the guide rail 2 of climbing template device, guide rail 2 is fixed in upper strata wall-attaching equipment 3 after putting in place by lifting, then the operation handle of anti-fall climbing device 10 is adjusted, the driving hydraulic cylinder 6 that climbs promotes whole truss platform support body, after rising to design height, off-load bearing pin 304 is used to be fixed in wall-attaching equipment 3 by the assembling vertical main framework 1 of integral steel platform support body, so far complete truss-like hydraulic pressure integral steel platform creeping formwork one to climb the cycle.
Superstructure reinforcing bar binding completes; it is transferred to push away on mould hydraulic cylinder 7 by the valve of hydraulic oil pump 5 shown in Fig. 5; pushing away mould hydraulic cylinder 7 by driving makes horizontal former pushing mechanism 8 drive full wafer template 11 to travel forward; or use the formwork hoisting device being made up of chain block 17, steel platform support body 18, steel wire rope 16, complete matched moulds work；Treat that concreting completes, again drive and push away the mould hydraulic cylinder 7 horizontal former pushing mechanism of drive 8 and template 11 is slided backward or uses hang die device and complete form removal work；So far integrated form truss-like hydraulic pressure integral steel platform creeping formwork one conjunction, form removal cycle are completed.
After completing work above, truss-like hydraulic pressure integral steel platform creeping formwork enters the next one and climbs the cycle, repeat above step complete to climb and close, the form removal cycle, aforesaid operations is until building structure completes repeatedly.
The beneficial effects of the utility model are:
(1) structural system uses the arrangement of vertically and horizontally truss, and monolithic truss assembling is convenient and swift, solves large span and requires that component specification is big, processing and the big problem of site operation difficulty；
(2) the vertically and horizontally interlaced layout of truss, arranging upper, middle and lower three layers altogether along support body short transverse, arrange different cross section and the truss of height according to the loading characteristic of every layer, all connection nodes all use gusset plate and bolt to connect, forming integral steel platform area big, intensity is high；
(3) construction flowing water fragment position support body does not carries out burst according to the division of structure construction section, not only solves owing to flowing water section divides the difficulty problem that the inner core jumping formwork brought is arranged, solves the problem that two construction section differing heights band templates are climbed simultaneously；
(4) higher due to integral steel platform bearing capacity, stability is preferable, the small-sized material distributing machine that original design each flowing water section is separately provided can be optimized for the large-scale material distributing machine placed in the middle part of a structure, while saving equipment cost, also provide conveniently for concreting；
(5) integral steel platform uses the mode that two-shipper position, four corners is arranged, four eight, corner seat in the plane jacking integral steel platforms, act on owing to two adjacent seats in the plane promote power simultaneously, the probability broken down in two seats in the plane simultaneously is greatly lowered, the problem solving the asynchronous lifting of conventional construction method jumping formwork；
(6) promoted asynchronous factor by jumping formwork to be affected, conventional construction method typically uses the mode that single pit shaft platform support body individually promotes, and this kind of mode entirety lifting synchronicity is preferable, achieve 28 seats in the plane of three pit shaft steel platforms to climb simultaneously, the jumping formwork activity duration can shorten more than half, thus improves efficiency of construction；
(7) this system uses modularized design, assembles main frame and uses split-type design, and single component weight is light, it is simple to Assembling, and between assembly, many employing bearing pins connect, quick for installation；
(8) horizontal former pushing mechanism equipment hydraulic power, matched moulds and form removal are easy and simple to handle, decrease that template is artificial and the time, thus accelerate construction speed；
(9) protection uses expanded metal lath outward, and intensity is high, and service life is long, profile neat appearance；
(10) wall-attaching equipment uses split-type design, and attached wall plate and guide holder are separate, uses bearing pin to connect, first can be installed on body of wall by the attached wall plate of lighter in weight, be then directed to seat and mount on attached wall plate during installation, and flexible operation is light.
This utility model uses Integration Design, and all component all completes in factory process, and equipment degree is high, and climbing and tearing die closing operation open all uses hydraulic power to complete, and processing ease, action is directly perceived.
Although having been presented for several embodiment of the present utility model, it will be appreciated by those of skill in the art that in the case of without departing from this utility model spirit, the embodiments herein can be changed herein.Above-described embodiment is exemplary, should be using the embodiments herein as the restriction of this utility model interest field.
Claims (5)
1. a truss-like hydraulic pressure integral steel platform jumping formwork, it is characterised in that include vertical main framework, wall-attaching equipment, guide rail, anti-fall climbing device, horizontal former pushing mechanism, template；
Described wall-attaching equipment is fixing with wall body built-in fitting to be connected, and described vertical main framework is suspended in described wall-attaching equipment by hook, and is removably connected with described wall-attaching equipment by off-load bearing pin and safety plug；
Described guide rail is connected with described vertical main framework, and removably connects with described wall-attaching equipment, and described vertical main framework can slide up and down along described guide rail；
Described anti-fall climbing device is fixed on described vertical main framework, including the hydraulic cylinder that climbs, hydraulic oil pump, operation handle, described in the anti-fall climbing device that climbs described in Driven by Hydraulic Cylinder drive described vertical main framework entirety to climb；Change described operation handle orientations and realize described vertical main framework and described guide rail alternately climbs；
Described horizontal former pushing mechanism is fixed on described vertical main framework crossbeam, and described template is fixed on described horizontal former pushing mechanism front end, and described horizontal former pushing mechanism realizes matched moulds or form removal by pushing away mould hydraulic cylinder.
2. truss-like hydraulic pressure integral steel platform jumping formwork as claimed in claim 1, it is characterised in that described vertical main framework includes crossbeam, column, diagonal brace, outer vertical rod, upper frame, lower suspension bracket, hook, crown wall assembly, is all connected by bearing pin or bolt；Several described vertical main frameworks are connected as entirety by connecting cross beam.
3. truss-like hydraulic pressure integral steel platform jumping formwork as claimed in claim 1, it is characterised in that described wall-attaching equipment includes attached wall plate, guide holder, installs bolt, off-load bearing pin, safety plug；By installing, bolt and body of wall are fixing to be connected described attached wall plate, and described guide holder mounts in described attached wall plate, and described guide holder is fixed spacing by described safety plug.
4. truss-like hydraulic pressure integral steel platform jumping formwork as claimed in claim 1, it is characterised in that described horizontal former pushing mechanism includes pushing away mould track, pushes away mould coaster, model sheetinstallat vertical beam, regulates pole, push away mould hydraulic cylinder mounting seat；Described push away mould hydraulic cylinder be installed on described in push away mould hydraulic cylinder mounting seat.
5. the truss-like hydraulic pressure integral steel platform jumping formwork as described in any one of claim 1-4, it is characterised in that described vertical main framework alien invasion is provided with shoulder guard net.
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105781101A (en) * | 2016-05-02 | 2016-07-20 | 北京星河人施工技术有限责任公司 | Truss type hydraulic entire steel platform climbing formwork |
| CN106812121A (en) * | 2017-03-21 | 2017-06-09 | 中国葛洲坝集团三峡建设工程有限公司 | Mould mold closing mechanism is moved back for the cantilever form that climbs certainly |
| CN106812122A (en) * | 2017-03-21 | 2017-06-09 | 中国葛洲坝集团三峡建设工程有限公司 | Hydraulic self-lifting cantilever heavy template |
| CN106812120A (en) * | 2017-03-21 | 2017-06-09 | 中国葛洲坝集团三峡建设工程有限公司 | Hydraulic self-lifting truss-like cantilever heavy type arch dam template system |
| CN107476561A (en) * | 2017-07-25 | 2017-12-15 | 北京建工建筑产业化投资建设发展有限公司 | A kind of attachment type raise scaffold and its construction |
| CN108060930A (en) * | 2017-10-23 | 2018-05-22 | 苏玉明 | A kind of concrete wall placing installation |
| CN108190757A (en) * | 2017-12-29 | 2018-06-22 | 上海建工四建集团有限公司 | A kind of bylinder brace type steel platform and tower crane integral jacking device and its jacking method |
| CN110219452A (en) * | 2019-05-31 | 2019-09-10 | 武汉天蝎建筑装备有限公司 | Protective frame and its lift structure |
| CN112031401A (en) * | 2020-08-05 | 2020-12-04 | 上海建工集团股份有限公司 | Two-way adjustable automatic template opening and closing system of climbing formwork and use method thereof |
| CN113233287A (en) * | 2021-04-25 | 2021-08-10 | 陈汇辉 | Template hoisting system with high stability and capable of climbing automatically |
| CN115198655A (en) * | 2022-07-28 | 2022-10-18 | 中电建路桥集团有限公司 | Equipment for assisting in assembling and mounting hydraulic creeping formwork |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105781101A (en) * | 2016-05-02 | 2016-07-20 | 北京星河人施工技术有限责任公司 | Truss type hydraulic entire steel platform climbing formwork |
| CN106812122B (en) * | 2017-03-21 | 2022-08-30 | 中国葛洲坝集团三峡建设工程有限公司 | Hydraulic self-lifting cantilever heavy formwork |
| CN106812121A (en) * | 2017-03-21 | 2017-06-09 | 中国葛洲坝集团三峡建设工程有限公司 | Mould mold closing mechanism is moved back for the cantilever form that climbs certainly |
| CN106812122A (en) * | 2017-03-21 | 2017-06-09 | 中国葛洲坝集团三峡建设工程有限公司 | Hydraulic self-lifting cantilever heavy template |
| CN106812120A (en) * | 2017-03-21 | 2017-06-09 | 中国葛洲坝集团三峡建设工程有限公司 | Hydraulic self-lifting truss-like cantilever heavy type arch dam template system |
| CN106812120B (en) * | 2017-03-21 | 2022-09-02 | 中国葛洲坝集团三峡建设工程有限公司 | Hydraulic self-lifting truss type cantilever heavy arch dam template system |
| CN106812121B (en) * | 2017-03-21 | 2022-08-30 | 中国葛洲坝集团三峡建设工程有限公司 | Mold stripping and closing device for self-climbing cantilever template |
| CN107476561A (en) * | 2017-07-25 | 2017-12-15 | 北京建工建筑产业化投资建设发展有限公司 | A kind of attachment type raise scaffold and its construction |
| CN108060930A (en) * | 2017-10-23 | 2018-05-22 | 苏玉明 | A kind of concrete wall placing installation |
| CN108060930B (en) * | 2017-10-23 | 2023-07-21 | 苏玉明 | Concrete wall pouring equipment |
| CN108190757A (en) * | 2017-12-29 | 2018-06-22 | 上海建工四建集团有限公司 | A kind of bylinder brace type steel platform and tower crane integral jacking device and its jacking method |
| CN110219452A (en) * | 2019-05-31 | 2019-09-10 | 武汉天蝎建筑装备有限公司 | Protective frame and its lift structure |
| CN112031401A (en) * | 2020-08-05 | 2020-12-04 | 上海建工集团股份有限公司 | Two-way adjustable automatic template opening and closing system of climbing formwork and use method thereof |
| CN113233287A (en) * | 2021-04-25 | 2021-08-10 | 陈汇辉 | Template hoisting system with high stability and capable of climbing automatically |
| CN113233287B (en) * | 2021-04-25 | 2023-03-07 | 陈汇辉 | Template hoisting system with high stability and capable of climbing automatically |
| CN115198655A (en) * | 2022-07-28 | 2022-10-18 | 中电建路桥集团有限公司 | Equipment for assisting in assembling and mounting hydraulic creeping formwork |
| CN115198655B (en) * | 2022-07-28 | 2024-06-07 | 中电建路桥集团有限公司 | Equipment for assisting in combined installation of hydraulic climbing formwork |
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