CN202248860U - Hydraulic climbing formwork system - Google Patents

Hydraulic climbing formwork system Download PDF

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Publication number
CN202248860U
CN202248860U CN2011203857742U CN201120385774U CN202248860U CN 202248860 U CN202248860 U CN 202248860U CN 2011203857742 U CN2011203857742 U CN 2011203857742U CN 201120385774 U CN201120385774 U CN 201120385774U CN 202248860 U CN202248860 U CN 202248860U
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CN
China
Prior art keywords
platform
hydraulic
formwork
climbing
bearing
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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
Application number
CN2011203857742U
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Chinese (zh)
Inventor
刘小波
裴宾嘉
冉光永
张容
向东
周密
丁庆军
董武斌
汪捍东
王芳
张卫红
李青培
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sichuan Road and Bridge Group Co Ltd
Original Assignee
Sichuan Road and Bridge Group Co Ltd
Priority date (The priority date 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 date listed.)
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Publication date
Application filed by Sichuan Road and Bridge Group Co Ltd filed Critical Sichuan Road and Bridge Group Co Ltd
Priority to CN2011203857742U priority Critical patent/CN202248860U/en
Application granted granted Critical
Publication of CN202248860U publication Critical patent/CN202248860U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a hydraulic climbing formwork system. The hydraulic climbing formwork system is characterized in that four machine positions and a climbing formwork device attached to the surface of a wall form a climbing system, and the machine positions are installed on a transverse bridge directed edge. The climbing formwork device comprises a formwork, a working platform, a formwork moving support and a guide rail and further comprises a hydraulic power device, wherein the formwork is located at the upper end of the whole device and used for concrete pouring, the working platform is formed by steel structures, the formwork moving support is used for installing and supporting the formwork during concrete pouring and enables the formwork to integrally demould, the guide rail enables the whole device to be lifted, and the hydraulic power device drives the whole device to carry out climbing formwork operations. The formwork, the formwork moving support, the working platform, the hydraulic power device, a hydraulic platform and a modification platform are arranged on the sides of the machine positions from top to bottom. The machine positions are not installed on a vertical bridge directed edge, and only the formwork, the formwork moving support, the working platform and a passing channel connected with the hydraulic platform of the climbing surface are installed on the vertical bridge directed edge. During climbing, the formwork and the working platform of the vertical bridge directed edge are driven by the four machine positions of the transverse bridge directed edge to climb together with four sides. The hydraulic climbing formwork system overcomes the shortcomings that other hydraulic climbing formwork systems are inconvenient to install and dismantle and use too many climbing devices, and is simple in integral structure, convenient to maintain and simple and convenient to install and dismantle.

Description

The hydraulic climbing formwork system
Technical field
The utility model relates to climbing form system in the building field, especially a kind of hydraulic climbing formwork system.
Background technology
Over-form construction and hydraulic climbing formwork cast dual mode are generally adopted in the cast of bridge pier at present; So-called hydraulic climbing formwork is built and promptly in the casting process of bridge pier, is used a cover hydraulic climbing formwork device; Adhere to and the pier stud surface of wall; Utilize hydraulic system to realize that the template traversing carriage that climbs certainly, utilizes of climbing apparatus realizes the demoulding and the formwork of template, the concrete layer-by-layer casting of realization pier stud, after pouring one deck, utilize hydraulic system to realize that climbing apparatus is from climbing; Up cast again is till the bridge pier casting complete.This pouring type generally needs on the four edges of square column, all to arrange climbing system.Especially because during the big volume bridge pier of cast, required climbing system quantity and servicing unit are more, this has increased the cost that bridge pier is poured into a mould greatly.Hydraulic climbing formwork is lifted and is climbed worker's method creeping formwork, for tall and slender structures such as shear wall, framework core tube and bridge pier, is very effective a kind of construction technology.It possesses from the ability of climbing, and does not need the handling of lifting appliance, has therefore reduced the handling workload of Transport Machinery in the construction, has also reduced lifting appliance quantity, speed of application quickening thus, used climbing device negligible amounts, and economic benefit is good.
The utility model content
It is inconvenient and use a fairly large number of deficiency of climbing device that the purpose of the utility model is to overcome other hydraulic climbing formwork device installation and removal, provide a kind of external overall simple in structure, be convenient to safeguard, its peace tears hydraulic climbing formwork system simply and easily open.
The utility model is achieved in that a kind of hydraulic climbing formwork of structure system, and it is characterized in that: constitute climbing form system by four climbing apparatus and 4 seats in the plane that are attached to surface of wall, the climbing apparatus on the climbing form system widthwise edge is installed in said 4 seats in the plane,
Said climbing apparatus includes and is positioned at the template that whole device upper end is used for the concrete cast; Include the working platform that constitutes by steel work; Include when being used to build concrete and to install and to support this template and to build the template traversing carriage that makes the formwork integral demoulding after finishing at concrete; Include the guide rail that can let whole device rise, said climbing apparatus also includes the hydraulic power unit that drives whole device creeping formwork.
According to the described a kind of hydraulic climbing formwork of the utility model system; It is characterized in that: said working platform includes upper mounting plate zone, working platform zone from top to bottom, hydraulic platform is regional and modify land regions; Modify land regions and include the modification platform and modify the platform bottom girder, modify platform vertical rod lower end and pass through bolt, modify the platform bottom girder across modifying on the platform middle cross beam with modification platform middle cross beam; The hydraulic platform regional integration is positioned to be decorated on the land regions; The hydraulic platform zone includes hydraulic platform, hydraulic platform bottom girder and hydraulic platform middle cross beam, and the hydraulic platform bottom girder is across on the hydraulic platform middle cross beam, and the hydraulic platform middle cross beam is fixedly connected with the hydraulic platform column; The upper end of said modification platform vertical rod is through being bolted on the hydraulic platform middle cross beam; Wherein in the hydraulic platform zone, also be provided with the adjustable support frame that working platform on it is carried out, adjustable support frame left end is connected its right-hand member and connects the working platform middle cross beam with bearing frame, wherein is the working platform zone on the hydraulic platform zone; The working platform zone includes working platform; Working platform is main longitudinal grider down, and main longitudinal grider is across on the working platform middle cross beam, and hydraulic platform column and working platform middle cross beam in the hydraulic platform zone pass through bolt.
According to the described a kind of hydraulic climbing formwork of the utility model system; It is characterized in that: said template traversing carriage comprises perpendicular purlin, crossbeam and the adjustable strut of enclosing, and wherein perpendicularly encloses purlin, crossbeam and adjustable strut and connects to form a dismountable triangle stable support system through bearing pin and bolt.
According to the described a kind of hydraulic climbing formwork of the utility model system; It is characterized in that: wherein saidly perpendicular enclose purlin and directly act on the above-mentioned plate of touching, template is enclosed purlin and is linked to each other with perpendicular, wherein encloses the purlin bottom and fixes through bolt and said crossbeam erecting; Bearing and rear support before wherein on said crossbeam, being equipped with; Preceding bearing and rear support are with on the bearing pin fixed cross beam, and tooth bar is connected with rear support with preceding bearing with bolt, and travelling gear wherein also is installed on crossbeam; Enclose device for installing and adjusting on the purlin perpendicular; Enclose purlin and be connected with preceding bearing through erecting with bearing pin, with bearing pin the scalable strut is enclosed purlin and is connected with rear support with perpendicular respectively, wherein said triangle stable support system hangs onto on the main longitudinal grider.
According to the described a kind of hydraulic climbing formwork of the utility model system, it is characterized in that: thus enclose purlin template is fixed on the template traversing carriage with perpendicular through connecting the horizontal purlin that encloses of template with enclosing the purlin jig.
According to the described a kind of hydraulic climbing formwork of the utility model system, it is characterized in that: adjusting device comprises adjusting screw(rod), and adjusting screw(rod) is installed in perpendicular enclosing on the purlin, and there is adjusting nut at the adjusting screw(rod) place.
According to the described a kind of hydraulic climbing formwork of the utility model system, it is characterized in that: include anchor cone, anchor slab, anchor boots, climb head and spike down, guide rail is fixed through the track spike; Anchor cone and embedded part slab integral place the concrete body, and the load-bearing bearing pin is inserted in the anchor boots fixing hole, and the parts that preparatory assembly unit is good hang on the load-bearing bearing pin; Insert safe bearing pin, a position is climbed in locking, will climb head and reliably be connected with bearing pin with bearing frame; To descend to support and reliably be connected with bolt with bearing frame; Wherein anchor slab is fixed on pre-buried anchor cone position, the anchor boots are hung on the anchor slab, and spacing with spacer pin.
The climbing formwork for construction method of a kind of said hydraulic climbing formwork system, it is characterized in that: only arrange the hydraulic climbing formwork seat in the plane at the both direction of pier stud, the mould bases of both direction is not arranged the seat in the plane in addition, and directly is attached on the hydraulic climbing formwork of seat in the plane through distribution beam.The concrete operations of climbing formwork for construction method:
I, in the time of will being poured into the binder position, pre-buriedly having established the required built-in fitting of binder construction and built the pier shaft concrete to the binder bottom surface;
II, dismounting climbing form system template and template traversing carriage are installed binder and are built support, build binder;
III, the working platform of when building binder, removing no seat in the plane side, connection shaped steel and interface channel, and carry out the preparation of climbing;
IV, binder build finish treat that concrete reaches the length of time and next stage, the pier stud reinforcing bar binding finished after, remove binder and this sections pier stud concrete blinding, the creeping formwork guide rail is installed, the seat in the plane side climbing form system that climbs puts in place;
V, climb put in place after, no seat in the plane side working platform is installed earlier, again seat in the plane side template and template traversing carriage, then installation no seat in the plane side template and template traversing carriage is installed;
VI, matched moulds are built this sections concrete;
VII, put in place by lifting the method for the climbing hydraulic climbing formwork system of climbing, the hydraulic platform interface channel of no seat in the plane side is installed, all the other continue construction by lifting the method for climbing.
The advantage of the utility model is: the mechanization that realizes operating platform and template promotes; Overcome existing hydraulic climbing formwork device and had the deficiency that is not easy to installation and removal; Have and be convenient to peace and tear open and safeguard; Greatly reduce the cost of labor and the time cost of building operations; Reduced labour intensity, it is inconvenient and use a fairly large number of deficiency of climbing device that the purpose that has improved construction intensity and construction safety the utility model is to overcome other hydraulic climbing formwork device installation and removal, provide a kind of external overall simple in structure, be convenient to safeguard, its peace tears hydraulic climbing formwork system simply and easily open.In addition, four pier stud faces, the two sides band seat in the plane, the two sides does not have, and can omit half the seat in the plane.
Description of drawings
Fig. 1 hydraulic climbing formwork is lifted and is climbed layout plan.
Fig. 2 is the sketch map of the traversing carriage of template described in the utility model.
Fig. 3 is the overall structure sketch map of this device.
Fig. 4 is anchor cone and an anchor boots position connection sketch map partly in this device.
Fig. 5 is the signal of template traversing carriage lower end structure.
Fig. 6 is the cross sectional representation at crossbeam position.
Fig. 7 is that template is connected local structural representation with the perpendicular purlin that encloses.
Fig. 8 also is the structural representation of adjusting device part in this device.
Fig. 9-the 10th, local enlarged diagram.
Figure 11-the 13rd, the Commutating box structural representation.
Figure 14 is the structural representation of this device.
Matched moulds sets the sketch map of embedded part system during Figure 15-the 1st, this device cast newly.
Figure 15-the 2nd carries out the sketch map that concrete is built behind completion Figure 15-1 again.
Figure 15-the 3rd backs out template when accomplishing cast, carries out the sketch map of upper reinforcement construction simultaneously.
Figure 15-the 4th installs upper strata attached wall hanging seat, the sketch map during lift rail.
Upwards the climb sketch map of a floor height of Figure 15-the 5th, creeping formwork.
Figure 15-the 6th when carrying out the matched moulds operation, carries out the sketch map of next sections construction circulation.
Among the figure: 1, template, 2, guide rail, 3, hydraulic power unit, 4, the perpendicular purlin that encloses, 5, crossbeam, 6, adjustable strut, 7, preceding bearing, 8, rear support; 9, tooth bar, 10, bearing pin, 11, travelling gear, 12, adjusting device, 13, main longitudinal grider, 14, the horizontal purlin that encloses of template, 15, enclose the purlin jig; 16, adjusting screw(rod), 17, adjusting nut, 18, lower platform, 19, the lower platform bottom girder, 20, the lower platform vertical rod, 21, the lower platform middle cross beam, 22, middle platform bottom girder; 23, middle platform middle cross beam, 24, middle platform column, 25, the adjustable support frame, 26, bearing frame, 27, main platform middle cross beam, 28, main platform, 29, main longitudinal grider; 30, anchor cone, 31, the anchor boots, 32, climb head, 33, spike down, 34, the track spike, 35, the embedded part plate, 36, anchor slab; 37, middle platform, 38, concrete to be poured, 39, go up Commutating box, 40 times Commutating boxs, 41, bolt, 42, packing ring, 43, cottor pin; 44, axle sleeve, 45, axle, 46, nut, 47, cross bar, 48, connecting bolt, 49 junction plates, 50, the upper limit card; 51, circular arc limiting plate, 52, the axle handle component, 53, the thin handle that commutates, 54, the tongue body assembly, 55, extension spring, 56 have watered concrete, and 57, the seat in the plane.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is made detailed description:
The utility model this provide a kind of simple in structure, be convenient to safeguard, peace tears hydraulic climbing formwork system easily open.Said hydraulic climbing formwork system constitutes climbing form system by four climbing apparatus and 4 seats in the plane that are attached to surface of wall, and the climbing apparatus on the climbing form system widthwise edge is installed in said 4 seats in the plane.
As shown in Figure 3: the described climbing apparatus of the utility model; Include and be positioned at whole device upper end and be used for the template 1 of concrete cast and the working platform that constitutes by steel work; Also include when being used to build concrete and to install and to support this template 1 and treat that concrete builds the template traversing carriage that makes the formwork integral demoulding after finishing; Also include the guide rail 2 that can let whole device rise, also comprise the hydraulic power unit 3 that drives whole device creeping formwork.
Like Fig. 2, said template traversing carriage includes perpendicular purlin 4, crossbeam 5 and the adjustable strut 6 of enclosing, and wherein perpendicularly encloses purlin 4, crossbeam 5 and adjustable strut 6 and connects to form a dismountable triangle stable support system through bearing pin and bolt.
Wherein saidly perpendicular enclose purlin 4 and directly act on the said plate 1 of touching, template 1 is enclosed purlin 4 and is linked to each other with perpendicular, wherein in perpendicular purlin 4 bottoms of enclosing through the said crossbeam 5 of bolt, bearing 7 and rear support 8 before wherein on said crossbeam 5, installing.Tooth bar 9 usefulness bolts are connected with preceding bearing 7, rear support 8; Preceding bearing 7 is fixed on the crossbeam 5 with rear support 8 usefulness bearing pins 10; Travelling gear 11 wherein also is installed on crossbeam 5, is enclosed device for installing and adjusting 12 on the purlin 4, enclose purlin 4 and be connected with preceding bearing 7 through erecting with bearing pin perpendicular; With bearing pin scalable strut 6 is enclosed purlin 4 and is connected with rear support 8 with perpendicular respectively; Wherein said triangle stable support system hangs onto on the main longitudinal grider 29, adjusts the position of whole triangle stable support system, and making said crossbeam 5 tip to face distance concrete faces is 200 mm.Here template is horizontal encloses that purlin 14 and support are perpendicular to be enclosed purlin 4 template 1 is fixed on the template traversing carriage through connecting with enclosing purlin jig 15.Wherein adjusting device 12 includes adjusting screw(rod) 16, and adjusting screw(rod) 16 is mounted in perpendicular enclosing on the purlin 4, and there is adjusting nut 17 at adjusting screw(rod) 16 places.
Also include anchor cone 30, anchor slab 36, anchor boots 31 in this device, climb 32 and spike 33 down, guide rail 2 is fixing through track spike 34, and anchor cone 30 places the concrete body with embedded part plate 35 integral body; The load-bearing bearing pin is inserted in anchor boots 31 fixing holes, and the parts that preparatory assembly unit is good hang on the load-bearing bearing pin, insert safe bearing pin; A position is climbed in locking; To climb head and reliably be connected with bearing frame 26 usefulness bearing pins, will descend support 33 reliably to be connected with bearing frame 26 usefulness bolts, wherein anchor slab is fixed on pre-buried anchor cone position; The anchor boots are hung on the anchor slab, and spacing with spacer pin.
Like Fig. 2, said working platform includes upper mounting plate zone, main land regions, middle land regions and lower platform zone from top to bottom.The lower platform zone includes lower platform 18 and lower platform bottom girder 19; Lower platform vertical rod 20 lower ends and lower platform middle cross beam 21 pass through bolt; Lower platform bottom girder 19 is across on lower platform middle cross beam 21; Middle land regions integral body is positioned on the lower platform zone, and middle land regions includes middle platform bottom girder 22, middle platform middle cross beam 23.
Middle platform bottom girder 22 is across on middle platform middle cross beam 23; Middle platform middle cross beam 23 is fixedly connected with middle platform column 24; The upper end of said lower platform vertical rod 20 wherein also is provided with the adjustable support frame 25 that main platform on it is carried out through on the platform middle cross beam 23 in being bolted in middle land regions.
Adjustable support frame 25 left ends are connected its right-hand member and connect main platform middle cross beam 27 with bearing frame 26; It wherein on middle land regions main land regions; Main land regions includes main platform 28; Main platform is for 28 times a main longitudinal grider 29, and main longitudinal grider 29 is across on main platform middle cross beam 27, and the middle platform column 24 in the middle land regions passes through bolt with main platform middle cross beam 27.
Hydraulic climbing formwork is lifted and is climbed operational sequence
⑴ treat to water the sections concrete strength and reach to climb and require and after sections reinforcing bar binding to be poured finishes, and installs the attached wall hanging seat watering the pre-buried awl place of climbing of sections, and put in place by the root lift rail.
⑵ having seat in the plane one side to arrange that respectively 1 people carries out the hydraulic system motor operation, and all hand-held Walkie talkie uses dedicated channel, and both sides climbing frame simultaneously climbs.
⑶ after climb and put in place, push anchor boots safety bearing pin and locking, close motor and cut off the electricity supply.
The seat in the plane side has template, template traversing carriage, working platform, hydraulic power unit, hydraulic platform from top to bottom and modifies platform.
Vertical bridge is not installed only the climb remarkable passage of face hydraulic platform of mounting template, template traversing carriage, co-operation platform and connection of seat in the plane to the limit.
Vertical bridge is climbed by the drive four sides, 4 seats in the plane of direction across bridge to the template and the working platform on limit together when climbing.
Said creeping formwork is crossed the binder job practices:
I, in the time of will being poured into the binder position, pre-buriedly having established the required built-in fitting of binder construction and built the pier shaft concrete to the binder bottom surface;
II, dismounting climbing form system template and template traversing carriage are installed binder and are built support, build binder;
III, the working platform of when building binder, removing no seat in the plane side, connection shaped steel and interface channel, and carry out the preparation of climbing;
IV, binder build finish treat that concrete reaches the length of time and next stage, the pier stud reinforcing bar binding finished after, remove binder and this sections pier stud concrete blinding, creeping formwork is installed is climbed rail, the seat in the plane side climbing form system that climbs puts in place;
V, climb put in place after, no seat in the plane side working platform is installed earlier, again seat in the plane side template and template traversing carriage, then installation no seat in the plane side template and template traversing carriage is installed;
VI and mould are built this sections concrete;
VII, put in place by lifting the method for the climbing hydraulic climbing formwork system of climbing, the hydraulic platform interface channel of no seat in the plane side is installed, all the other continue construction by lifting the method for climbing.

Claims (7)

1. hydraulic climbing formwork system is characterized in that: constitute climbing form system by four climbing apparatus and 4 seats in the plane that are attached to surface of wall, install in climbing form system on the climbing apparatus on the widthwise edge said 4 seats in the plane,
Said climbing apparatus includes and is positioned at the template (1) that whole device upper end is used for the concrete cast; Include the working platform that constitutes by steel work; Include when being used to build concrete and to install and to support this template (1) and to build the template traversing carriage that makes the formwork integral demoulding after finishing at concrete; Include the guide rail (2) that can let whole device rise, climbing apparatus also includes the hydraulic power unit (3) that drives whole device creeping formwork.
2. according to a kind of hydraulic climbing formwork system of claim 1; It is characterized in that: said working platform includes upper mounting plate zone, working platform zone from top to bottom, hydraulic platform is regional and modify land regions; Modifying land regions includes modification platform (18) and modifies platform bottom girder (19); Modify platform vertical rod (20) lower end and pass through bolt with modification platform middle cross beam (21); Modify platform bottom girder (19) across modifying on the platform middle cross beam (21); The hydraulic platform regional integration is positioned to be decorated on the land regions; The hydraulic platform zone includes hydraulic platform (37), hydraulic platform bottom girder (22) and hydraulic platform middle cross beam (23), and hydraulic platform bottom girder (22) is across on hydraulic platform middle cross beam (23), and hydraulic platform middle cross beam (23) is fixedly connected with hydraulic platform column (24); The upper end of said modification platform vertical rod (20) is through being bolted on the hydraulic platform middle cross beam (23); Wherein in the hydraulic platform zone, also be provided with the adjustable support frame (25) that working platform on it is carried out, adjustable support frame (25) left end is connected its right-hand member and connects working platform middle cross beam (27) with bearing frame (26), wherein is the working platform zone on the hydraulic platform zone; The working platform zone includes working platform (28); Working platform (28) is main longitudinal grider (29) down, and main longitudinal grider (29) is across on working platform middle cross beam (27), and the hydraulic platform column (24) in the hydraulic platform zone passes through bolt with working platform middle cross beam (27).
3. a kind of hydraulic climbing formwork according to claim 1 system; It is characterized in that: said template traversing carriage comprises perpendicular purlin (4), crossbeam (5) and the adjustable strut (6) of enclosing, and wherein erects to enclose purlin (4), crossbeam (5) and adjustable strut (6) and connect to form a dismountable triangle stable support system through bearing pin and bolt.
4. a kind of hydraulic climbing formwork according to claim 1 system; It is characterized in that: wherein saidly perpendicular enclose purlin (4) and directly act on the above-mentioned plate (1) of touching; Template (1) is enclosed purlin (4) and is linked to each other with perpendicular; Wherein fixing through bolt and said crossbeam (5) in perpendicular purlin (4) bottom of enclosing, preceding bearing (7) and rear support (8) wherein are installed on said crossbeam (5), preceding bearing (7) and rear support (8) are with on bearing pin (10) fixed cross beam (5); Tooth bar (9) is connected with rear support (8) with preceding bearing (7) with bolt; Wherein also travelling gear (11) go up to be installed, to be gone up device for installing and adjusting (12), enclose purlin (4) and be connected with preceding bearing (7) through erecting with bearing pin at the perpendicular purlin (4) that encloses at crossbeam (5); With bearing pin scalable strut (6) is enclosed purlin (4) and is connected with rear support (8) with perpendicular respectively, wherein said triangle stable support system hangs onto on the main longitudinal grider (13).
5. a kind of hydraulic climbing formwork according to claim 1 system is characterized in that: with enclose purlin jig (15) through connect template horizontal enclose purlin (14) with erect enclose purlin (4) thus template (1) is fixed on the template traversing carriage.
6. a kind of hydraulic climbing formwork according to claim 1 system, it is characterized in that: adjusting device (12) comprises adjusting screw(rod) (16), and adjusting screw(rod) (16) is installed in perpendicular enclosing on the purlin (4), and adjusting screw(rod) (16) has been located adjusting nut (17).
7. a kind of hydraulic climbing formwork according to claim 1 system is characterized in that: include anchor cone (30), anchor slab (36), anchor boots (31), climb head (32) and spike (33) down, guide rail (2) is fixing through track spike (34); Anchor cone (30) places the concrete body with embedded part plate (35) integral body; The load-bearing bearing pin is inserted in anchor boots (31) fixing hole, and the parts that preparatory assembly unit is good hang on the load-bearing bearing pin, insert safe bearing pin; A position is climbed in locking; To climb head (32) and reliably be connected with bearing pin with bearing frame (26), will descend to support (33) and reliably be connected with bolt with bearing frame (26), wherein anchor slab is fixed on pre-buried anchor cone position; The anchor boots are hung on the anchor slab, and spacing with spacer pin.
CN2011203857742U 2011-10-12 2011-10-12 Hydraulic climbing formwork system Expired - Fee Related CN202248860U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011203857742U CN202248860U (en) 2011-10-12 2011-10-12 Hydraulic climbing formwork system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011203857742U CN202248860U (en) 2011-10-12 2011-10-12 Hydraulic climbing formwork system

Publications (1)

Publication Number Publication Date
CN202248860U true CN202248860U (en) 2012-05-30

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102345381A (en) * 2011-10-12 2012-02-08 四川路桥建设股份有限公司 Hydraulic creeping formwork system and creeping formwork construction method
CN102444276A (en) * 2011-12-20 2012-05-09 中国葛洲坝集团股份有限公司 Auxiliary adjusting device and method for hydraulic climbing template
CN103046472A (en) * 2013-01-15 2013-04-17 中国土木工程集团有限公司 Integral track formwork structure and using method thereof
CN108331338A (en) * 2018-04-04 2018-07-27 中交第三公路工程局有限公司 A kind of hydraulic climbing formwork device and construction method
CN108952157A (en) * 2018-06-08 2018-12-07 中国建筑第二工程局有限公司 Aluminum alloy mould plate and climbing frame share the construction of screw hole
CN109235873A (en) * 2018-10-08 2019-01-18 中国建筑第八工程局有限公司 Can seperated detachable creeping formwork wall-attaching equipment and its installation correcting construction method

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102345381A (en) * 2011-10-12 2012-02-08 四川路桥建设股份有限公司 Hydraulic creeping formwork system and creeping formwork construction method
CN102345381B (en) * 2011-10-12 2013-08-14 四川路桥建设股份有限公司 Hydraulic creeping formwork system and creeping formwork construction method
CN102444276A (en) * 2011-12-20 2012-05-09 中国葛洲坝集团股份有限公司 Auxiliary adjusting device and method for hydraulic climbing template
CN102444276B (en) * 2011-12-20 2014-03-05 中国葛洲坝集团股份有限公司 Auxiliary adjusting method for hydraulic climbing template
CN103046472A (en) * 2013-01-15 2013-04-17 中国土木工程集团有限公司 Integral track formwork structure and using method thereof
CN108331338A (en) * 2018-04-04 2018-07-27 中交第三公路工程局有限公司 A kind of hydraulic climbing formwork device and construction method
CN108952157A (en) * 2018-06-08 2018-12-07 中国建筑第二工程局有限公司 Aluminum alloy mould plate and climbing frame share the construction of screw hole
CN109235873A (en) * 2018-10-08 2019-01-18 中国建筑第八工程局有限公司 Can seperated detachable creeping formwork wall-attaching equipment and its installation correcting construction method

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