CN109235872A - Building hoistway form frame system with material distributing machine - Google Patents
Building hoistway form frame system with material distributing machine Download PDFInfo
- Publication number
- CN109235872A CN109235872A CN201811303125.6A CN201811303125A CN109235872A CN 109235872 A CN109235872 A CN 109235872A CN 201811303125 A CN201811303125 A CN 201811303125A CN 109235872 A CN109235872 A CN 109235872A
- Authority
- CN
- China
- Prior art keywords
- operation layer
- layer
- hoistway
- material distributing
- template
- 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.)
- Pending
Links
- 239000000463 material Substances 0.000 title claims abstract description 37
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 18
- 239000004744 fabric Substances 0.000 claims abstract description 17
- 238000009415 formwork Methods 0.000 claims abstract description 12
- 230000009194 climbing Effects 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims 2
- 238000010276 construction Methods 0.000 abstract description 18
- 238000000465 moulding Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/002—Workplatforms, railings; Arrangements for pouring concrete, attached to the form
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Types And Forms Of Lifts (AREA)
Abstract
The invention discloses the building hoistway form frame systems with material distributing machine, and it is climb operation layer below template operation layer that it is reinforcing bar operation layer above template operation layer that including the lattice frame operation layer that several layers are distributed up and down, lattice frame operation layer, which includes template operation layer,；Cloth machine base is fixed on the platform of the reinforcing bar operation layer of top layer, and material distributing machine is installed on cloth machine base；Falsework is set in template operation layer, the template of face hoistway inner wall is fixedly connected with outside falsework, mould crossbeam is moved back in fixation on the platform of template operation layer bottom, moves back setting on mould crossbeam and moves back mode-gear, moves back mould rack gear and be fixedly connected with falsework；Support rod is set in the climb operation layer of top layer, and the top of support rod is fixedly connected with the platform of template operation layer bottom surface, and creeping formwork mechanism is also set up on support rod.The present invention puts material distributing machine to solve the problems, such as that hoistway construction in the prior art needs to occupy tower crane and repeatedly hangs switch, realizes the release tower crane working time, improves the purpose of construction efficiency.
Description
Technical field
The present invention relates to hoistway construction fields, and in particular to the building hoistway form frame system with material distributing machine.
Background technique
Elevator shaft is the space of carriage and counterweight or cylinder plunger movement, this space is with well pit
Bottom, well enclosure and hoistway top are boundary.Hoistway is to be made of for the space of elevator operation well enclosure, bottom plate and top plate, is used
Add reinforced concrete circle beam or whole reinforced concrete structures, intensity should meet elevator loading amount and the specification of normal speed is wanted
It asks.Elevator weight sensor and carriage are arranged in it, should suitably divulge information, should be arranged the various openings used for maintenance etc. and headspace and
Pit.The harm that may cause to prevent elevator from rushing to summit, elevator will stay between ladder top and hoistway top plate when rising to maximum layer
There is a space, there is a headroom height accordingly, size is determined that general low speed ladder is greater than 4.5m by elevator speed；It is middle and high
Fast ladder is 5-6m.Its interior Dangerous Place should set alarm bell device.National standard GB7025-86 be " elevator major parameter and car hoistway computer room
Form and size " in give tunnel dimension corresponding to elevator standard major parameter, it further provides that elevator shaft horizontal size
It is the minimum headroom size measured with plummet.The tolerance value of hoistway are as follows: the hoistway to height≤30m is 0~+25mm；It is right
30m < height < 60m hoistway is 0~+35mm；It is 0~+50m to 60m < height < 90m hoistway.Since tunnel dimension is relatively narrow
It is narrow, operation is poured for the multilayer inside hoistway in the prior art, needs to occupy tower crane and repeatedly hangs switch and put material distributing machine, not only greatly
Amount occupies the tower crane working time, also results in integral construction inefficiency.
Summary of the invention
The purpose of the present invention is to provide the building hoistway form frame systems with material distributing machine, are applied with solving hoistway in the prior art
Work needs to occupy tower crane and repeatedly hangs the problem of switch puts material distributing machine, realizes the release tower crane working time, improves the mesh of construction efficiency
's.
The present invention is achieved through the following technical solutions:
Building hoistway form frame system with material distributing machine, the lattice frame operation layer including distribution above and below hoistway and several layers,
Platform is set between adjacent two layers lattice frame operation layer, and the lattice frame operation layer includes template operation layer, on template operation layer
The lattice frame operation layer of side is reinforcing bar operation layer, and the lattice frame operation layer below template operation layer is climb operation layer；Top layer
Reinforcing bar operation layer platform on fix cloth machine base, material distributing machine is installed on cloth machine base；It is set in the template operation layer
Falsework is set, the template of face hoistway inner wall is fixedly connected with outside falsework, fixation is moved back on the platform of template operation layer bottom
Mould crossbeam, it is described to move back on mould crossbeam setting and move back mode-gear, further include with it is described move back that mode-gear is meshed move back mould rack gear, it is described to move back
The long axis of mould rack gear moves back mould rack gear and is fixedly connected with falsework perpendicular to hoistway inner wall；It is set in the climb operation layer of top layer
Support rod is set, the top of the support rod is fixedly connected with the platform of template operation layer bottom surface, and the bottom end of the support rod passes through
Wall-attached supporting seat is detachably connected with hoistway inner wall, and creeping formwork mechanism is also set up on the support rod.
Aiming at the problem that construction of hoistway in the prior art needs to occupy tower crane and repeatedly hangs switch and put material distributing machine, the present invention is proposed
Building hoistway form frame system with material distributing machine, this system include the lattice frame operation layer that several layers are distributed up and down, adjacent two layers lattice
Platform is set between framework operation layer, places to stand with operating personnel for equipment and construct.Lattice frame operation layer has been divided into template
Operation layer, reinforcing bar operation layer, climb operation layer.Wherein template operation layer is located at intermediate position, for building structure molding, moves back mould
Operation；All lattice frame operation layers above template operation layer are reinforcing bar operation layer, for reinforcing bar binding operation；Template operation
All lattice frame operation layers of layer lower section are climb operation layer, are torn open for wall-attached supporting seat peace, system climb operation.Top layer
Cloth machine base is fixed on the platform of reinforcing bar operation layer, therefore cloth machine base is located at the top of all lattice frame operation layers,
Material distributing machine is installed on cloth machine base.Specifically, material distributing machine selects different model according to actual demands of engineering, it is directly installed on cloth
Expect on machine base, material distributing machine is integrated in this form frame system, is climbed with form frame system, and traditional construction mode is avoided to need repeatedly to account for
Switch is hung with tower crane and puts material distributing machine, effectively improves construction site tower crane utilization rate, improves construction efficiency.Setting in template operation layer
Falsework, falsework are fixedly connected with the template of face hoistway inner wall outside, and mould is moved back in fixation on the platform of template operation layer bottom
Crossbeam, it is described to move back on mould crossbeam setting and move back mode-gear, further include with it is described move back that mode-gear is meshed move back mould rack gear, it is described to move back mould
The long axis of rack gear moves back mould rack gear and is fixedly connected with falsework perpendicular to hoistway inner wall.Therefore mode-gear rotation is moved back by driving,
It moves linearly to which mould rack gear is moved back in drive toward or away from the direction of hoistway inner wall, moves back mould rack gear towards close to hoistway
The direction of inner wall is mobile, then realizes die closing operation, otherwise the direction for moving back mould rack gear away from hoistway inner wall is mobile, then realizes and move back
Modulo operation.The climb operation layer of top layer is first climb operation layer below template operation layer, and branch is arranged inside
The top of strut, support rod is fixedly connected with the platform of template operation layer bottom surface, and the bottom end of support rod passes through wall-attached supporting seat and well
Road inner wall is detachably connected, and creeping formwork mechanism is also set up on the support rod.To realize under conventional operating condition, pass through wall-attached supporting seat
There is provided lower support and firm by support rod, when needing to climb entire form frame system, dismantle wall-attached supporting seat and hoistway inner wall it
Between connection, by creeping formwork mechanism drive support rod uplink, thus push top template operation layer, reinforcing bar operation layer it is common on
It moves, realizes whole creeping formwork operation.Wherein creeping formwork mechanism uses creeping formwork mechanism in the prior art, and this will not be repeated here.
The present invention solves the problems, such as that hoistway construction needs to occupy tower crane and repeatedly hangs switch in the prior art and puts material distributing machine, so that material distributing machine
It is integrated in this form frame system, climbs with form frame system, traditional construction mode is avoided to need repeatedly to occupy tower crane and hang switch and put cloth
Material machine effectively improves construction site tower crane utilization rate, improves construction efficiency.
Further, the upright bar for connecting upper lower platform is respectively provided in all lattice frame operation layers, the platform includes mutual
Vertical transverse horizontal beam, vertical equity beam and the steel springboard above transverse horizontal beam, vertical equity beam；It is described vertical
Bar, transverse horizontal beam are bolted between vertical equity beam.The upper layer and lower layer platform of lattice frame operation layer in this programme
Between connected by upright bar, every layer of platform all includes orthogonal transverse horizontal beam, vertical equity beam and is located at lateral water
Steel springboard above flat-topped ridge, vertical equity beam, platform can customize different sizes according to actual demands of engineering, meet various sizes
Hoistway construction needs, and provides adequately operation for operating personnel and puts space to good use.
Preferably, the creeping formwork mechanism includes guide rail, connects hydraulic climbing device, the hydraulic climbing device energy on guide rail
Enough to move along guide rail, hydraulic climbing device is connect with support rod.
Preferably, the mould rack gear that moves back is fixedly connected with falsework by connector along one end of long axis direction, is another
End is connect with telescopic supporting rod, and the telescopic supporting rod is connect far from the one end for moving back mould rack gear with falsework.Pass through connector
So that falsework is directly with moving and being moved for mould rack gear is moved back, wherein without any driving member, compared to the prior art
The middle mode being driven using great number of driving mechanism can significantly improve molding, the efficiency for moving back mould, reduce unnecessary mill
Damage reduces installation difficulty.The both ends of telescopic supporting rod respectively with move back mould rack gear, falsework is connect, provide skewed horizontal load, simultaneously
So that the pulling force or thrust to template are more uniform, the success rate for significantly improving molding, moving back mould.
Preferably, catching device is set between the bottom end and following platform of the support rod.The present invention is improved by catching device
Work safety, reduce security risk.
Preferably, anti-dumping idler wheel, the anti-dumping idler wheel are also set up on the outside of the bottom platform of the climb operation layer of top layer
It is contacted with hoistway inner wall.During entire form frame system climbs, anti-dumping idler wheel is rolled in hoistway inner wall always, to protect always
It holds tangent with hoistway inner wall, can ensure that entire form frame system keeps flat with hoistway inner wall by two opposite anti-dumping idler wheels
Row, that is, guarantee the vertical of this form frame system, avoids that skew influence top operation occurs during climbing.
Compared with prior art, the present invention having the following advantages and benefits:
Building hoistway form frame system of the present invention with material distributing machine, template operation layer are located at intermediate position, are used for building structure
It molds, move back modulo operation；All lattice frame operation layers above template operation layer are reinforcing bar operation layer, for reinforcing bar binding behaviour
Make；All lattice frame operation layers below template operation layer are climb operation layer, for wall-attached supporting seat peace to be torn open, system is climbed behaviour
Make.Cloth machine base is fixed on the platform of the reinforcing bar operation layer of top layer, therefore cloth machine base is located at the operation of all lattice frames
The top of layer installs material distributing machine on cloth machine base.The present invention solves hoistway construction in the prior art and needs to occupy tower crane
The problem of switch puts material distributing machine repeatedly is hung, so that material distributing machine is integrated in this form frame system, climbs with form frame system, avoids tradition
Form of construction work, which needs repeatedly to occupy tower crane, hangs switch and puts material distributing machine, effectively improves construction site tower crane utilization rate, improves construction work
Effect.
Detailed description of the invention
Attached drawing described herein is used to provide to further understand the embodiment of the present invention, constitutes one of the application
Point, do not constitute the restriction to the embodiment of the present invention.In the accompanying drawings:
Fig. 1 is the elevational schematic view of the specific embodiment of the invention；
Fig. 2 is the partial enlarged view in Fig. 1 at A；
Fig. 3 is the elevation of the climb operation layer of top layer in the specific embodiment of the invention.
Label and corresponding parts title in attached drawing:
1- template operation layer, 2- reinforcing bar operation layer, 3- climb operation layer, 4- hoistway, 5- falsework, 6- template, 7- are moved back
Mould crossbeam, 8- move back mode-gear, and 9- moves back mould rack gear, 10- cloth machine base, 11- material distributing machine, 12- support rod, 13- wall-attached supporting seat,
14- upright bar, 15- guide rail, 16- connector, 17- hydraulic climbing device, 18- telescopic supporting rod, 19- transverse horizontal beam, 20- are longitudinal
Horizontal beam, 21- steel springboard, 22- catching device, 23- anti-dumping idler wheel.
Specific embodiment
To make the objectives, technical solutions, and advantages of the present invention clearer, below with reference to embodiment and attached drawing, to this
Invention is described in further detail, and exemplary embodiment of the invention and its explanation for explaining only the invention, are not made
For limitation of the invention.
Embodiment 1:
Building hoistway form frame system with material distributing machine as shown in Figure 1 to Figure 3, including hoistway 4 and several layers are divided up and down
The lattice frame operation layer of cloth, platform is arranged between adjacent two layers lattice frame operation layer, and the lattice frame operation layer includes template behaviour
Make layer 1, the lattice frame operation layer of 1 top of template operation layer is reinforcing bar operation layer 2, the lattice frame operation of 1 lower section of template operation layer
Layer is climb operation layer 3；Cloth machine base 10 is fixed on the platform of the reinforcing bar operation layer 2 of top layer, is pacified on cloth machine base 10
Fill material distributing machine 11；Falsework 5 is set in the template operation layer 1,4 inner wall of face hoistway is fixedly connected with outside falsework 5
Template 6, it is fixed on the platform of 1 bottom of template operation layer to move back mould crossbeam 7, it is described to move back setting on mould crossbeam 7 and move back mode-gear 8, also wrap
Include with it is described move back that mode-gear 8 is meshed move back mould rack gear 9, the long axis for moving back mould rack gear 9 moves back mould tooth perpendicular to 4 inner wall of hoistway
Item 9 is fixedly connected with falsework 5；Support rod 12 is set in the climb operation layer 3 of top layer, the top of the support rod 12 with
The platform of 1 bottom surface of template operation layer is fixedly connected, and the bottom end of the support rod 12 is removable by wall-attached supporting seat 13 and 4 inner wall of hoistway
Connection is unloaded, also sets up creeping formwork mechanism on the support rod 12.Totally five layers of lattice frame operation layer in the present embodiment, wherein upper two layers is
Reinforcing bar operation layer 2, lower two layers is climb operation layer 3, and intermediate one layer is template operation layer 1.
Embodiment 2:
Building hoistway form frame system with material distributing machine as shown in Figure 1 to Figure 3, on the basis of embodiment 1, all lattices
The upright bar 14 for connecting upper lower platform is respectively provided in frame operation layer, the platform includes orthogonal transverse horizontal beam 19, longitudinal direction
Horizontal beam 20 and the steel springboard 21 above transverse horizontal beam 19, vertical equity beam 20；The upright bar 14, transversely and horizontally
It is bolted between beam 19, vertical equity beam 20.The creeping formwork mechanism includes guide rail 15, and hydraulic climb is connected on guide rail 15
Device 17 is risen, the hydraulic climbing device 17 can be moved along guide rail 15, and hydraulic climbing device 17 is connect with support rod 12.Institute
State move back mould rack gear 9 be fixedly connected by connector 16 with falsework 5 along one end of long axis direction, the other end and telescopic supporting rod
18 connections, the telescopic supporting rod 18 are connect far from the one end for moving back mould rack gear 9 with falsework 5.The bottom end of the support rod 12
Catching device 22 is set between following platform.Anti-dumping idler wheel is also set up on the outside of the bottom platform of the climb operation layer 3 of top layer
23, the anti-dumping idler wheel 23 is contacted with 1 inner wall of hoistway.
Above-described specific embodiment has carried out further the purpose of the present invention, technical scheme and beneficial effects
It is described in detail, it should be understood that being not intended to limit the present invention the foregoing is merely a specific embodiment of the invention
Protection scope, all within the spirits and principles of the present invention, any modification, equivalent substitution, improvement and etc. done should all include
Within protection scope of the present invention.
Claims (6)
1. the building hoistway form frame system with material distributing machine, the lattice frame operation being distributed up and down including hoistway (4) and several layers
Layer, platform is set between adjacent two layers lattice frame operation layer, which is characterized in that the lattice frame operation layer includes template operation layer
(1), the lattice frame operation layer above template operation layer (1) is reinforcing bar operation layer (2), the lattice frame below template operation layer (1)
Operation layer is climb operation layer (3)；Cloth machine base (10), material distributing machine are fixed on the platform of the reinforcing bar operation layer (2) of top layer
Material distributing machine (11) are installed on pedestal (10)；Falsework (5) are set in the template operation layer (1), falsework (5) is fixed outside
The template (6) of face hoistway (4) inner wall is connected, fixation is moved back mould crossbeam (7) on the platform of template operation layer (1) bottom, described to move back
Mode-gear (8) are moved back in setting on mould crossbeam (7), further include with it is described move back that mode-gear (8) is meshed move back mould rack gear (9), it is described to move back
The long axis of mould rack gear (9) moves back mould rack gear (9) and is fixedly connected with falsework (5) perpendicular to hoistway (4) inner wall；Top layer climbs
Support rod (12) are set in lift operations layer (3), the platform on the top and template operation layer (1) bottom surface of the support rod (12) is fixed
Connection, the bottom end of the support rod (12) are detachably connected by wall-attached supporting seat (13) and hoistway (4) inner wall, the support rod
(12) creeping formwork mechanism is also set up on.
2. the building hoistway form frame system according to claim 1 with material distributing machine, which is characterized in that all lattice frame operations
The upright bar (14) for connecting upper lower platform is respectively provided in layer, the platform includes orthogonal transverse horizontal beam (19), Zong Xiangshui
Flat-topped ridge (20) and the steel springboard (21) above transverse horizontal beam (19), vertical equity beam (20)；The upright bar (14),
Transverse horizontal beam (19), vertical equity beam are bolted between (20).
3. the building hoistway form frame system according to claim 1 with material distributing machine, which is characterized in that creeping formwork mechanism packet
It includes guide rail (15), connects hydraulic climbing device (17) on guide rail (15), the hydraulic climbing device (17) can be along guide rail
(15) mobile, hydraulic climbing device (17) is connect with support rod (12).
4. the building hoistway form frame system according to claim 1 with material distributing machine, which is characterized in that described to move back mould rack gear
(9) it is fixedly connected by connector (16) with falsework (5) along one end of long axis direction, the other end and telescopic supporting rod (18)
Connection, the telescopic supporting rod (18) connect far from the one end for moving back mould rack gear (9) with falsework (5).
5. the building hoistway form frame system according to claim 1 with material distributing machine, which is characterized in that the support rod (12)
Bottom end and following platform between be arranged catching device (22).
6. the building hoistway form frame system according to claim 1 with material distributing machine, which is characterized in that the behaviour that climbs of top layer
Make to also set up on the outside of the bottom platform of layer (3) anti-dumping idler wheel (23), the anti-dumping idler wheel (23) contacts with hoistway (1) inner wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811303125.6A CN109235872A (en) | 2018-11-02 | 2018-11-02 | Building hoistway form frame system with material distributing machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811303125.6A CN109235872A (en) | 2018-11-02 | 2018-11-02 | Building hoistway form frame system with material distributing machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109235872A true CN109235872A (en) | 2019-01-18 |
Family
ID=65076740
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811303125.6A Pending CN109235872A (en) | 2018-11-02 | 2018-11-02 | Building hoistway form frame system with material distributing machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109235872A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593128A (en) * | 2019-10-14 | 2019-12-20 | 中交第二航务工程局有限公司 | Concrete bridge tower building method |
| CN110644375A (en) * | 2019-10-14 | 2020-01-03 | 中交武汉港湾工程设计研究院有限公司 | Multifunctional integrated intelligent tower building device |
| CN112900825A (en) * | 2021-01-21 | 2021-06-04 | 中建三局四川建筑装备有限公司 | Well is from climbing operation platform |
| CN117627342A (en) * | 2024-01-26 | 2024-03-01 | 山西一建集团有限公司 | Chimney lining construction mold turning inner formwork construction platform and construction method |
| CN110644375B (en) * | 2019-10-14 | 2024-10-01 | 中交武汉港湾工程设计研究院有限公司 | Multifunctional integrated intelligent tower building device |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202450774U (en) * | 2011-09-19 | 2012-09-26 | 中建三局第一建设工程有限责任公司 | Shaft template of small-step-pitch self-climbing elevator |
| CN102704674A (en) * | 2012-05-03 | 2012-10-03 | 中国葛洲坝集团股份有限公司 | Hydraulic self-elevating template for vertical shaft and construction method thereof |
| CN103806645A (en) * | 2014-02-18 | 2014-05-21 | 广东信海建筑有限公司 | Light intelligent hydraulic formwork climbing device with good wind and fire resistant performance |
| CN203947780U (en) * | 2014-06-04 | 2014-11-19 | 中国建筑第二工程局有限公司 | Hydraulic climbing formwork jacking type concrete hydraulic distributing machine |
| CN204418657U (en) * | 2014-12-24 | 2015-06-24 | 中国建筑第二工程局有限公司 | Hydraulic formwork for elevator shaft material platform |
| 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 |
| CN106013776A (en) * | 2016-07-01 | 2016-10-12 | 绍兴文理学院 | Hydraulic climbing type elevator shaft finalization operation platform and construction method |
| CN206233561U (en) * | 2016-10-10 | 2017-06-09 | 中国建筑第八工程局有限公司 | A kind of back mode device for construction of super highrise building |
| CN207813011U (en) * | 2018-01-17 | 2018-09-04 | 广州市大永成建筑技术发展有限公司 | The self-crawling type electrical lift shaft form of material distributing machine can be carried |
| US20190145111A1 (en) * | 2016-04-08 | 2019-05-16 | Doka Gmbh | Climbing formwork and method for erection of a concrete structure |
| CN208996441U (en) * | 2018-11-02 | 2019-06-18 | 四川省第六建筑有限公司 | Building hoistway form frame system with material distributing machine |
-
2018
- 2018-11-02 CN CN201811303125.6A patent/CN109235872A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202450774U (en) * | 2011-09-19 | 2012-09-26 | 中建三局第一建设工程有限责任公司 | Shaft template of small-step-pitch self-climbing elevator |
| CN102704674A (en) * | 2012-05-03 | 2012-10-03 | 中国葛洲坝集团股份有限公司 | Hydraulic self-elevating template for vertical shaft and construction method thereof |
| CN103806645A (en) * | 2014-02-18 | 2014-05-21 | 广东信海建筑有限公司 | Light intelligent hydraulic formwork climbing device with good wind and fire resistant performance |
| CN203947780U (en) * | 2014-06-04 | 2014-11-19 | 中国建筑第二工程局有限公司 | Hydraulic climbing formwork jacking type concrete hydraulic distributing machine |
| CN204418657U (en) * | 2014-12-24 | 2015-06-24 | 中国建筑第二工程局有限公司 | Hydraulic formwork for elevator shaft material platform |
| US20190145111A1 (en) * | 2016-04-08 | 2019-05-16 | Doka Gmbh | Climbing formwork and method for erection of a concrete structure |
| 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 |
| CN106013776A (en) * | 2016-07-01 | 2016-10-12 | 绍兴文理学院 | Hydraulic climbing type elevator shaft finalization operation platform and construction method |
| CN206233561U (en) * | 2016-10-10 | 2017-06-09 | 中国建筑第八工程局有限公司 | A kind of back mode device for construction of super highrise building |
| CN207813011U (en) * | 2018-01-17 | 2018-09-04 | 广州市大永成建筑技术发展有限公司 | The self-crawling type electrical lift shaft form of material distributing machine can be carried |
| CN208996441U (en) * | 2018-11-02 | 2019-06-18 | 四川省第六建筑有限公司 | Building hoistway form frame system with material distributing machine |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593128A (en) * | 2019-10-14 | 2019-12-20 | 中交第二航务工程局有限公司 | Concrete bridge tower building method |
| CN110644375A (en) * | 2019-10-14 | 2020-01-03 | 中交武汉港湾工程设计研究院有限公司 | Multifunctional integrated intelligent tower building device |
| CN110593128B (en) * | 2019-10-14 | 2021-12-17 | 中交第二航务工程局有限公司 | Concrete bridge tower building method |
| CN110644375B (en) * | 2019-10-14 | 2024-10-01 | 中交武汉港湾工程设计研究院有限公司 | Multifunctional integrated intelligent tower building device |
| CN112900825A (en) * | 2021-01-21 | 2021-06-04 | 中建三局四川建筑装备有限公司 | Well is from climbing operation platform |
| CN117627342A (en) * | 2024-01-26 | 2024-03-01 | 山西一建集团有限公司 | Chimney lining construction mold turning inner formwork construction platform and construction method |
| CN117627342B (en) * | 2024-01-26 | 2024-04-19 | 山西一建集团有限公司 | Chimney lining construction mold turning inner formwork construction platform and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102677889B (en) | System for alternatively supporting whole lifting steel platform formwork by steel column casing rack and construction method | |
| CN106437130A (en) | Inner roof external climbing type formwork construction platform for super high-rise building construction | |
| CN109235872A (en) | Building hoistway form frame system with material distributing machine | |
| CN208996441U (en) | Building hoistway form frame system with material distributing machine | |
| CN206233541U (en) | A kind of interior top external climbing mould bases operation platform for construction of super highrise building | |
| CN2923635Y (en) | Single-column towing type elevator | |
| CN108286332A (en) | A kind of concrete of crossing soars aloft beam from climbing monoblock type bylinder system and construction method | |
| CN204625045U (en) | A kind of steel structure hoisting door shaped stent formula hanging apparatus | |
| CN110565937A (en) | Door type integral lifting steel platform | |
| CN103967263A (en) | Novel hydraulic automatic climbing discharging platform | |
| CN211899163U (en) | Construction structure of roof steel structure platform slope glass curtain wall | |
| CN116838083A (en) | Integral climbing steel platform formwork and climbing method thereof | |
| CN203284126U (en) | Simple composite gantry high-altitude weight hoisting device | |
| CN104847108A (en) | Hydraulic climbing formwork structure and construction method of hydraulic climbing formwork structure | |
| CN205224566U (en) | Hydraulic pressure scaffold that goes up and down for construction | |
| CN206815943U (en) | A kind of pole upside-down mounting group founds lifting device | |
| CN105236249A (en) | Elevator without machine room | |
| CN113446035B (en) | Tunnel waterproof board mounting trolley structure and construction method thereof | |
| CN215564411U (en) | Sliding construction device for high-rise cylindrical building | |
| CN214573768U (en) | Self-climbing sliding formwork pouring system for second-stage concrete pouring of gate slot | |
| CN212224665U (en) | Prefabricated post guiding device and prestressing force frame construction's guide installation device of taking one's place | |
| CN211257773U (en) | Door type integral lifting steel platform | |
| CN107724235A (en) | A kind of bridge-collision-avoidance wall Safety operation platform | |
| CN207863438U (en) | Lifting scaffold device suitable for variable section structure column | |
| CN203701552U (en) | Attached scaffold for lifted through worm, gear and screw rod |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20210329 Address after: 518000 6a-496, science and technology building, Haijing 2nd Road, pengwan community, Haishan street, Yantian District, Shenzhen City, Guangdong Province Applicant after: West China Engineering Technology (Shenzhen) Co.,Ltd. Applicant after: SICHUAN NO.6 CONSTRUCTION Co.,Ltd. Address before: No.16, Xinghui Middle Road, Jinniu District, Chengdu, Sichuan 610000 Applicant before: SICHUAN NO.6 CONSTRUCTION Co.,Ltd. |
|
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190118 |