CN103334584B - Template regulating system for sliding form system - Google Patents

Template regulating system for sliding form system Download PDF

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Publication number
CN103334584B
CN103334584B CN201310321767.XA CN201310321767A CN103334584B CN 103334584 B CN103334584 B CN 103334584B CN 201310321767 A CN201310321767 A CN 201310321767A CN 103334584 B CN103334584 B CN 103334584B
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connector
withdrawing
template
bolt
leg
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CN103334584A (en
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苏鹏
黄庆平
夏节文
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China National Chemical Engineering Third Construction Co Ltd
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China National Chemical Engineering Third Construction Co Ltd
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Abstract

The invention discloses a template regulating system for a sliding form system, and belongs to the technical field of sliding form engineering auxiliary devices. The template regulating system comprises a concrete thickness regulating mechanism, a template conicity regulating mechanism and a sliding form platform, wherein six rows of screw bolt holes are respectively formed in the two ends of an upper cross beam and a lower cross beam in the concrete thickness regulating mechanism in the horizontal direction, screw bolt holes formed in a first pulling supporter, a second pulling supporter, a third pulling supporter and a fourth pulling supporter are respectively kidney-shaped holes, the kidney-shaped holes are in structures with the rectangular middle parts and the two semicircular ends, the upper part and the lower part of an inner steel template in the template conicity regulating mechanism are respectively connected with a first upper connecting element and a third lower connecting element through screw bolts, and the upper part and the lower part of an outer steel template are respectively connected with a second upper connecting element and a fourth lower connecting element through screw bolts. The template regulating system has the advantages that the control precision on the concrete thickness regulation is greatly improved, and in addition, the included angle between the template and a surrounding ring can be precisely ensured, so the template is in a reverse V shape, and the smooth proceeding of the template sliding lifting is ensured.

Description

A kind of template regulating system of sliding mode system
Technical field
The present invention relates to slip form work servicing unit technical field, more particularly, relate to a kind of template regulating system of sliding mode system.
Background technology
Slip form work technology is that China's Cast-in-situ Concrete Structural Engineering construction machinery degree is high, speed of application is fast, on-the-spot place takies less, structural integrity is strong, anti-seismic performance good, safety work is secure, the significant a kind of construction technology of environment and'economy comprehensive benefit, usually referred to as " sliding formwork ".Slding form operation is compared with conventional construction method, and this construction technology has that speed of application is fast, mechanization degree is high, can save formwork and set up labor and materials needed for scaffold, more easily can break template with flexible assembling and reusable advantage.This construction method of normal employing in steel concrete tubular structure.
In the tubular building slding form operation such as granulation tower, silo, chimney, opening word hoisting frame is the load transfer device coordinating jack to drive slip form platform, generally make at the scene, parts connected mode great majority are welding, the barrel wall thickness range be suitable for is less, to a sliding mode system is applicable to different barrel wall thickness, then needs to change more parts, and it is very loaded down with trivial details to remove and install process, significantly increases engineering quantity.
Pass through patent retrieval, improvement opportunity scheme about hoisting frame is existing open, as, China Patent No. ZL94207722.9, authorized announcement date is September 20 nineteen ninety-five, invention and created name is: hydraulic sliding mould lifting apparatus, this application case relates to a kind of hydraulic sliding mould lifting apparatus, by inner column, outer column, top rail, lower transverse beam, gradient adjusting screw pair of nut and wall thickness adjusting screw composition, wherein, top rail right-hand member and outer column are fixed together, left end and the inner column of lower transverse beam are fixed together, right-hand member is bearing on outer column, climb jack and lower transverse beam is fixed together, be bearing on concrete tube wall by pole-climbing, inner column, pin bearing radiation beam on outer column.This application case overcomes hoisting frame to a certain extent and regulates loaded down with trivial details shortcoming, but its adjustment structure intensity is low, and degree of regulation is difficult to ensure, cannot carry out accurate adjustment to the tapering of template simultaneously.
In addition, in the slding form operation of the tubular such as granulation tower, silo building, template is fixed on the mode such as mode many uses gib head screw, round steel hook, iron wire colligation in enclosure, when these modes of use connect, in order to make template upper end tilted to concrete, general meeting clogs backing plate to regulate between template and enclosure, unskilled work post size when clogging is difficult to hold, operating efficiency is low, angle of arrival regulates not in place sometimes, template is even made to present herringbone shape, concrete drawing crack when causing sliding.
Chinese Patent Application No.: 201310060812.0, the applying date: on February 27th, 2013, invention and created name is: a kind of diameter Silo radial spider is to pull-up structure sliding-mode platform system, this application case comprises bulkhead and is located at the inner formword outside bulkhead, bulkhead arranges the hoisting frame with column, described hoisting frame is arranged border jack, hoisting frame is connected by enclosure with inner formword, also comprises interior operating platform, outer operating platform; Described interior operating platform is made up of to tripod, the inner platform plank be layed on interior tripod in the horizontal-extending of bulkhead side perpendicular to bulkhead axis edge; Described outer operating platform forms to the outer tripod of opposite side horizontal-extending and the outer platform plank be layed on outer tripod being symmetrical in interior tripod by along perpendicular to bulkhead axis; Described interior operating platform is all fixedly connected with inner formword with outer operating platform, one is provided with for regulating the spider of silo circularity and inner formword formwork gradient between described hoisting frame, spider is connected with straining between each hoisting frame by the center pull rod of many radial distribution ringwise, one end of described center pull rod is connected with the column root of hoisting frame, and the other end of center pull rod is connected with spider.In this application case, spider is for regulating the tapering of silo circularity and inner formword, but its complex structure, and degree of regulation is not high, for how fine adjustment formwork gradient needs to improve further.
Summary of the invention
1. invent the technical problem that will solve
The object of the invention is to overcome in prior art cannot the formwork gradient of accurate adjustment sliding mode system and the wider deficiency of the barrel wall thickness range being difficult to by template position adjustment, sliding mode system is suitable for, provide a kind of template regulating system of sliding mode system, adopt technical scheme of the present invention, not only construct can be adapted to different wall barrel concrete slip-form open word hoisting frame, substantially increase the barrel wall thickness range that sliding mode system is suitable for, and make template can keep an accurate minute angle when being connected with enclosure.
2. technical scheme
For achieving the above object, technical scheme provided by the invention is:
The template regulating system of a kind of sliding mode system of the present invention, comprise concrete thickness guiding mechanism, formwork gradient guiding mechanism and slip form platform, described concrete thickness guiding mechanism comprises top rail, lower transverse beam, first leg, second frame leg, first withdrawing supports, second withdrawing supports, 3rd withdrawing supports and the 4th withdrawing supports, wherein: described first leg and the second frame leg vertically arrange and be parallel to each other, the two ends of described top rail are connected to the top of first leg and the second frame leg respectively by bolt, the two ends of described lower transverse beam are also connected to the top of first leg and the second frame leg respectively by bolt, this top rail and lower transverse beam are horizontally disposed with and are parallel to each other, above-mentioned top rail, the bolt hole at lower transverse beam two ends is and is provided with six row in the horizontal direction, this top rail, the top structure of lower transverse beam is connected with jack hoisting mechanism by cramp bar, the first described withdrawing supports and the 3rd withdrawing supports the bottom being connected to first leg respectively by bolt, the second described withdrawing supports and the 4th withdrawing supports the bottom being also connected to the second frame leg respectively by bolt, the bolt hole that the first above-mentioned withdrawing supports, the second withdrawing supports, the 3rd withdrawing supports and the 4th withdrawing supports is mounting hole, and this mounting hole is intermediate rectangular, two semicircular structure,
Described formwork gradient guiding mechanism comprises interior steel form, outer steel mould plate, first upper connector, second upper connector, 3rd time connector, 4th time connector, enclosure in upper, upper periphery ring, enclosure in lower, lower periphery ring and angle steel hanging point, wherein: described upper interior enclosure and lower interior enclosure are fixed on the upper surface that the first withdrawing supports and the 3rd withdrawing supports respectively, interior enclosure and lower interior enclosure are all welded with angle steel hanging point for this, the cross sectional shape of this angle steel hanging point is L shape, described slip form platform to drop in interior enclosure and is connected with upper interior enclosure bolt, described upper periphery ring and lower periphery ring are fixed on the upper surface that the second withdrawing supports and the 4th withdrawing supports respectively, on this, the cross sectional shape of periphery ring and lower periphery ring is U-shaped, described interior steel form upper and lower is connected with the first upper connector and the 3rd time connector respectively by bolt, the hook snap fit of this first upper connector and the 3rd time connector side is on above-mentioned angle steel hanging point, the upper and lower of described outer steel mould plate is connected with the second upper connector and the 4th time connector respectively by bolt, the hook difference snap fit of this second upper connector and the 4th time connector side is on the upper periphery ring and lower periphery ring of U-shaped, the first described upper connector, second upper connector, bolt hole in 3rd time connector and the 4th time connector is mounting hole, the length direction of this mounting hole is vertically arranged, in the first described upper connector and the second upper connector, the distance of the hook side that the vertical center line of mounting hole is respective with it is a, in the 3rd time described connector and the 4th time connector, the distance of the hook side that the vertical center line of mounting hole is respective with it is b, above-mentioned a is greater than b, concreting district is formed between above-mentioned interior steel form and outer steel mould plate.
Further, linked by U-shaped between steel form in adjacent two pieces and connect, also linked by U-shaped between two blocks of adjacent outer steel mould plates and connect.
3. beneficial effect
Adopt technical scheme provided by the invention, compared with existing known technology, there is following remarkable result:
(1) the template regulating system of a kind of sliding mode system of the present invention, its top rail, the bolt hole at lower transverse beam two ends is and is provided with six row in the horizontal direction, first leg and the second frame leg regulate the spacing between two frame legs by the bolt hole connecting lower and upper cross-member two ends diverse location, make it possible to the adjustment carrying out in a big way to the concrete thickness of construction, simultaneously, first withdrawing supports, second withdrawing supports, the bolt hole that 3rd withdrawing supports and the 4th withdrawing supports is intermediate rectangular, the semicircular mounting hole in two, the design of this mounting hole makes it possible to adjust on a small quantity constructed concrete thickness, the amplitude that can adjust decides according to the length of mounting hole, the present invention can take into account the adjustment in a big way of concrete thickness and adjust on a small quantity, substantially increase the barrel wall thickness range that sliding mode system is suitable for,
(2) the template regulating system of a kind of sliding mode system of the present invention, its concrete thickness guiding mechanism and formwork gradient guiding mechanism with the use of, change the connected mode between original template and enclosure in sliding mode system, make to install and convenient disassembly, compared with existing connected mode, the present invention accurately can ensure the angle between template and enclosure, ensure that carrying out smoothly of template slip lifting, during installation, general operation workman can install very easily, as long as installation can ensure the constant distance between template and enclosure, and control accuracy is high;
(3) the template regulating system of a kind of sliding mode system of the present invention, its reasonable in design, workable, all parts all can reuse, and enhance the service efficiency of slip form platform, are convenient to promote.
Accompanying drawing explanation
Fig. 1 is the structural representation of the template regulating system of a kind of sliding mode system of the present invention;
Fig. 2 is the structural representation of concrete thickness guiding mechanism in the present invention;
Fig. 3 is the plan structure schematic diagram of Fig. 2;
Fig. 4 is the connection diagram of interior steel form and the first upper connector in the present invention;
Fig. 5 is the schematic diagram of the first upper connector and the 3rd time connector in the present invention, wherein schemes the structural representation that (a) is the first upper connector, and figure (b) is the structural representation of the 3rd time connector.
Label declaration in schematic diagram:
1, slip form platform; 21, first leg; 22, the second frame leg; 31, the first withdrawing supports; 32, the second withdrawing supports; 33, the 3rd withdrawing supports; 34, the 4th withdrawing supports; 41, interior steel form; 42, outer steel mould plate; 51, the first upper connector; 52, the second upper connector; 53, the 3rd time connector; 54, the 4th time connector; 61, upper interior enclosure; 62, upper periphery ring; 63, lower interior enclosure; 64, lower periphery ring; 7, angle steel hanging point; 8, top rail; 9, lower transverse beam.
Detailed description of the invention
For understanding content of the present invention further, the present invention is described in detail in conjunction with the accompanying drawings and embodiments.
embodiment 1
Composition graphs 1, Fig. 2, Fig. 3, Fig. 4 and Fig. 5, the template regulating system of a kind of sliding mode system of the present embodiment, comprises concrete thickness guiding mechanism, formwork gradient guiding mechanism and slip form platform 1.As shown in Figures 2 and 3, concrete thickness guiding mechanism in the present embodiment comprises top rail 8, lower transverse beam 9, first leg 21, second frame leg 22, first withdrawing supports 31, second withdrawing supports 32, 3rd withdrawing support 33 and the 4th withdrawing support 34, wherein: described first leg 21 and the second frame leg 22 vertically arrange and be parallel to each other, the two ends of described top rail 8 are connected to the top of first leg 21 and the second frame leg 22 respectively by bolt, the two ends of described lower transverse beam 9 are also connected to the top of first leg 21 and the second frame leg 22 respectively by bolt, this top rail 8 and lower transverse beam 9 are horizontally disposed with and are parallel to each other, top rail 8, the top structure of lower transverse beam 9 is connected with jack hoisting mechanism by cramp bar, above-mentioned top rail 8, the bolt hole at lower transverse beam 9 two ends is and is provided with six row in the horizontal direction (as shown in Figure 3, number of bolt hole can be increased if desired, to reach the object of wider adjustment wall thickness), during concrete installation, two row bolts hole of top rail 8 left end one side are used for being connected with the top of the second frame leg 22, all the other four row bolts hole stay as sky for subsequent use, when needs adjust concrete thickness in a big way, then only need change the bolt hole position be connected with the second frame leg 22 top, top rail 8 right-hand member, the bolt adjustment situation at lower transverse beam 9 two ends is same as above.
Conveniently carry out the concrete thickness of small adjustment construction, the first withdrawing support 31 in the present embodiment and the 3rd withdrawing support 33 are connected to the bottom of first leg 21 respectively by bolt, the second described withdrawing support 32 and the 4th withdrawing support 34 are also connected to the second frame leg 22 bottom respectively by bolt, first withdrawing support 31 and the second withdrawing support 32 and are positioned at same level height, 3rd withdrawing support 33 and the 4th withdrawing support 34 and are also positioned at same level height, the first above-mentioned withdrawing supports 31, second withdrawing supports 32, the bolt hole that 3rd withdrawing support 33 and the 4th withdrawing support on 34 is mounting hole, this mounting hole is intermediate rectangular, two semicircular structure.The design of mounting hole makes it possible to carry out trace adjustment to constructed concrete thickness, the amplitude that can adjust decides according to the length of mounting hole, when the small adjustment concrete thickness of needs, be bolted after only the first withdrawing support 31, second withdrawing support the 32, the 3rd withdrawing support 33 and the 4th withdrawing support 34 need being moved to desired position in mounting hole, adjustment process is convenient and precision is reliable.In order to increase the stability of whole sliding mode system in the present embodiment, the angle steel bearing diagonal be obliquely installed and horizontally disposed outer tripod top rail are installed in the outside of the second frame leg 22, one end of outer tripod top rail is secured by bolts on the second frame leg 22, one end of angle steel bearing diagonal is also secured by bolts on the second frame leg 22, and the other end of this angle steel bearing diagonal is connected with the outer terminal bolt of outer tripod top rail; The band iron diagonal member that the inner side of described first leg 21 is provided with horizontally disposed angle steel horizontal support and is obliquely installed, one end of this angle steel horizontal support and band iron diagonal member is all bolted in first leg 21, and the other end of angle steel horizontal support and the other end bolt of band iron diagonal member connect and compose triangular structure.
As Fig. 1, shown in Fig. 4 and Fig. 5, formwork gradient guiding mechanism in the present embodiment comprises interior steel form 41, outer steel mould plate 42, first upper connector 51, second upper connector 52, 3rd time connector 53, 4th time connector 54, enclosure 61 in upper, upper periphery ring 62, enclosure 63 in lower, lower periphery ring 64 and angle steel hanging point 7, wherein: described upper interior enclosure 61 and lower interior enclosure 63 are fixed on the upper surface of the first withdrawing support 31 and the 3rd withdrawing support 33 respectively, interior enclosure 61 and lower interior enclosure 63 are all welded with angle steel hanging point 7 for this, the cross sectional shape of this angle steel hanging point 7 is L shape, described slip form platform 1 to drop in interior enclosure 61 and is connected with upper interior enclosure 61 bolt, described upper periphery ring 62 and lower periphery ring 64 are fixed on the upper surface of the second withdrawing support 32 and the 4th withdrawing support 34 respectively, on this, the cross sectional shape of periphery ring 62 and lower periphery ring 64 is U-shaped, namely periphery ring 62 is gone up and lower periphery ring 64 is channel-section steel, U-shaped mouth upward, linked by U-shaped between steel form 41 in adjacent two pieces and connect, also linked by U-shaped between two blocks of adjacent outer steel mould plates 42 and connect, described interior steel form 41 upper and lower is connected with the first upper connector 51 and the 3rd time connector 53 respectively by bolt, the hook snap fit of this first upper connector 51 and the 3rd time connector 53 side is on above-mentioned angle steel hanging point 7, the upper and lower of described outer steel mould plate 42 is connected with the second upper connector 52 and the 4th time connector 54 respectively by bolt, the hook difference snap fit of this second upper connector 52 and the 4th time connector 54 side is on the upper periphery ring 62 and lower periphery ring 64 of U-shaped, concreting district is formed between above-mentioned interior steel form 41 and outer steel mould plate 42.As shown in Figure 5, in order to accurate adjustment formwork gradient, the first upper connector 51 in the present embodiment, second upper connector 52, the entirety of the 3rd time connector 53 and the 4th time connector 54 includes the connector body of square-section and the hook of side thereof, connector body is all consistent with the appearance and size of hook, link up with and can need adjustment according to actual installation relative to the position of connector body, first upper connector 51, second upper connector 52, the bolt hole of the 3rd time connector 53 and the 4th time connector 54 is mounting hole, the length direction of this mounting hole is vertically arranged, distance unlike the hook side respective with it of the vertical center line of mounting hole in: the first upper connector 51 and the second upper connector 52 is a, concrete as shown in (a) in Fig. 5, in the 3rd time described connector 53 and the 4th time connector 54, the distance of the hook side that the vertical center line of mounting hole is respective with it is b, concrete as shown in (b) in Fig. 5, above-mentioned a is greater than b, the value of a and the b in the present invention depends on the formwork gradient requirement of different sliding mode system, a=36mm in the present embodiment, b=34mm, both difference 2mm are compared with upper and lower enclosure spacing 670mm, be 0.3%, namely template one side gradient is 0.3%.
Adopt the above-mentioned technical solutions of this embodiment, when the bolt at top rail 8, lower transverse beam 9 two ends is installed on the bolt hole of outermost end, the first withdrawing support 31 of level and the 3rd sliding mode system that the withdrawing spacing supported between 33 removes interior steel form 41, the thickness of outer steel mould plate 42 is exactly the present embodiment can allow concrete maximum gauge of constructing.During use, when needing the concrete thickness of adjustment construction, first adjust the bolt link position of top rail 8, lower transverse beam 9 two ends and first leg 21, second frame leg 22, after carrying out adjustment by a relatively large margin, be bolted after again the first withdrawing support 31, second withdrawing support the 32, the 3rd withdrawing support 33 and the 4th withdrawing support 34 being moved to desired position in mounting hole, adopt coarse adjustment and finely tune the Double regulating perfect square formula combined, substantially increase the control accuracy to concrete thickness adjustment, and adjustment process is simple, assembling and convenient disassembly.In addition, the present embodiment in use, by changing the first different upper connector 51, second upper connectors 52, the 3rd time connector 53, the 4th time connector 54, and connector is hung in enclosure, the tapering of interior steel form 41, outer steel mould plate 42 can be changed, make template present positive Eight characters shape, ensure that carrying out smoothly of template slip lifting, and Adjustment precision is high.
Schematically above be described the present invention and embodiment thereof, this description does not have restricted, and also just one of the embodiments of the present invention shown in accompanying drawing, actual structure is not limited thereto.So, if those of ordinary skill in the art enlightens by it, when not departing from the invention aim, designing the frame mode similar to this technical scheme and embodiment without creationary, all should protection scope of the present invention be belonged to.

Claims (2)

1. a template regulating system for sliding mode system, comprises concrete thickness guiding mechanism, formwork gradient guiding mechanism and slip form platform (1), it is characterized in that:
Described concrete thickness guiding mechanism comprises top rail (8), lower transverse beam (9), first leg (21), second frame leg (22), first withdrawing supports (31), second withdrawing supports (32), 3rd withdrawing supports (33) and the 4th withdrawing supports (34), wherein: described first leg (21) and the second frame leg (22) vertically arrange and be parallel to each other, the two ends of described top rail (8) are connected to the top of first leg (21) and the second frame leg (22) respectively by bolt, the two ends of described lower transverse beam (9) are also connected to the top of first leg (21) and the second frame leg (22) respectively by bolt, this top rail (8) and lower transverse beam (9) are horizontally disposed with and are parallel to each other, above-mentioned top rail (8), the bolt hole at lower transverse beam (9) two ends is and is provided with six row in the horizontal direction, this top rail (8), the top structure of lower transverse beam (9) is connected with jack hoisting mechanism by cramp bar, the first described withdrawing supports (31) and the 3rd withdrawing supports (33) are connected to first leg (21) bottom respectively by bolt, the second described withdrawing supports (32) and the 4th withdrawing supports (34) are also connected to the second frame leg (22) bottom respectively by bolt, the bolt hole that the first above-mentioned withdrawing supports (31), the second withdrawing supports (32), the 3rd withdrawing supports on (33) and the 4th withdrawing support (34) is mounting hole, and this mounting hole is intermediate rectangular, two semicircular structure,
Described formwork gradient guiding mechanism comprises interior steel form (41), outer steel mould plate (42), first upper connector (51), second upper connector (52), 3rd time connector (53), 4th time connector (54), enclosure (61) in upper, upper periphery ring (62), enclosure (63) in lower, lower periphery ring (64) and angle steel hanging point (7), wherein: described upper interior enclosure (61) and lower interior enclosure (63) are fixed on the upper surface that the first withdrawing supports (31) and the 3rd withdrawing support (33) respectively, interior enclosure (61) and lower interior enclosure (63) are all welded with angle steel hanging point (7) for this, the cross sectional shape of this angle steel hanging point (7) is L shape, described slip form platform (1) drops on interior enclosure (61) and goes up and be connected with upper interior enclosure (61) bolt, described upper periphery ring (62) and lower periphery ring (64) are fixed on the upper surface that the second withdrawing supports (32) and the 4th withdrawing support (34) respectively, on this, the cross sectional shape of periphery ring (62) and lower periphery ring (64) is U-shaped, described interior steel form (41) upper and lower is connected with the first upper connector (51) and the 3rd time connector (53) respectively by bolt, the hook snap fit of this first upper connector (51) and the 3rd time connector (53) side is on above-mentioned angle steel hanging point (7), the upper and lower of described outer steel mould plate (42) is connected with the second upper connector (52) and the 4th time connector (54) respectively by bolt, the hook difference snap fit of this second upper connector (52) and the 4th time connector (54) side is on the upper periphery ring (62) and lower periphery ring (64) of U-shaped, described the first upper connector (51), second upper connector (52), the entirety of the 3rd time connector (53) and the 4th time connector (54) includes the connector body of square-section and the hook of side thereof, connector body is all consistent with the appearance and size of hook, link up with and need adjustment relative to the position of connector body according to actual installation, described the first upper connector (51), second upper connector (52), bolt hole in 3rd time connector (53) and the 4th time connector (54) is mounting hole, the length direction of this mounting hole is vertically arranged, in described the first upper connector (51) and the second upper connector (52), the distance of the hook side that the vertical center line of mounting hole is respective with it is a, in the 3rd time described connector (53) and the 4th time connector (54), the distance of the hook side that the vertical center line of mounting hole is respective with it is b, above-mentioned a is greater than b, concreting district is formed between above-mentioned interior steel form (41) and outer steel mould plate (42).
2. the template regulating system of a kind of sliding mode system according to claim 1, it is characterized in that: linked by U-shaped between steel form (41) in adjacent two pieces and connect, also linked by U-shaped between two pieces of adjacent outer steel mould plates (42) and connect.
CN201310321767.XA 2013-07-29 2013-07-29 Template regulating system for sliding form system Active CN103334584B (en)

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Publication number Priority date Publication date Assignee Title
CN103485574B (en) * 2013-10-08 2015-11-18 贵州开磷建设集团有限公司 A kind of granulation tower tower top structure of reinforced concrete method
CN111042517A (en) * 2019-12-26 2020-04-21 重庆新久融科技有限公司 Hydraulic jacking creeping formwork device

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GB590939A (en) * 1939-05-13 1947-08-01 Noel Ebenezer Morris Brydon Improvements in or relating to methods of and apparatus for moulding walls from concrete and the like
GB1091433A (en) * 1964-07-17 1967-11-15 Mills Scaffold Co Ltd Improved adjustable yoke for use in sliding formwork
GB1438966A (en) * 1972-05-22 1976-06-09 Brooker Pty Ltd N F Slipform type formwork
CN2208076Y (en) * 1994-04-09 1995-09-20 电力工业部电力建设研究所 Hydraulic sliding mould lifting apparatus
JPH08135182A (en) * 1994-11-08 1996-05-28 Hazama Gumi Ltd Timbering sliding construction method
CN202055516U (en) * 2011-04-22 2011-11-30 中国葛洲坝集团股份有限公司 Integral mold board elevating system of vertical shaft
CN202467191U (en) * 2011-12-16 2012-10-03 马鞍山钢铁建设集团有限公司 Hydraulic slip form device used for construction of circular reinforced concrete chimney wall
CN202483163U (en) * 2012-01-20 2012-10-10 广西建工集团第三建筑工程有限责任公司 Large-diameter silo fastener type steel pipe annular cantilever truss platform
CN103147569A (en) * 2013-02-27 2013-06-12 青岛一建集团有限公司 Operation platform system for cross-pulling slip form with both full-diameter silo and spoke-type center plate
CN203361633U (en) * 2013-07-29 2013-12-25 中国化学工程第三建设有限公司 Template regulating system of sliding form system

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB590939A (en) * 1939-05-13 1947-08-01 Noel Ebenezer Morris Brydon Improvements in or relating to methods of and apparatus for moulding walls from concrete and the like
GB1091433A (en) * 1964-07-17 1967-11-15 Mills Scaffold Co Ltd Improved adjustable yoke for use in sliding formwork
GB1438966A (en) * 1972-05-22 1976-06-09 Brooker Pty Ltd N F Slipform type formwork
CN2208076Y (en) * 1994-04-09 1995-09-20 电力工业部电力建设研究所 Hydraulic sliding mould lifting apparatus
JPH08135182A (en) * 1994-11-08 1996-05-28 Hazama Gumi Ltd Timbering sliding construction method
CN202055516U (en) * 2011-04-22 2011-11-30 中国葛洲坝集团股份有限公司 Integral mold board elevating system of vertical shaft
CN202467191U (en) * 2011-12-16 2012-10-03 马鞍山钢铁建设集团有限公司 Hydraulic slip form device used for construction of circular reinforced concrete chimney wall
CN202483163U (en) * 2012-01-20 2012-10-10 广西建工集团第三建筑工程有限责任公司 Large-diameter silo fastener type steel pipe annular cantilever truss platform
CN103147569A (en) * 2013-02-27 2013-06-12 青岛一建集团有限公司 Operation platform system for cross-pulling slip form with both full-diameter silo and spoke-type center plate
CN203361633U (en) * 2013-07-29 2013-12-25 中国化学工程第三建设有限公司 Template regulating system of sliding form system

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