CN203285049U - Double-cylinder-base synchronous sliding die device - Google Patents

Double-cylinder-base synchronous sliding die device Download PDF

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Publication number
CN203285049U
CN203285049U CN2013200495541U CN201320049554U CN203285049U CN 203285049 U CN203285049 U CN 203285049U CN 2013200495541 U CN2013200495541 U CN 2013200495541U CN 201320049554 U CN201320049554 U CN 201320049554U CN 203285049 U CN203285049 U CN 203285049U
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China
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truss
longeron
truss frame
frame
cylinder
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CN2013200495541U
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王芝保
韦俊春
杨家英
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China MCC17 Group Co Ltd
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China MCC17 Group Co Ltd
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Abstract

The utility model discloses a double-cylinder-base synchronous sliding die device and belongs to building construction devices. The double-cylinder-base synchronous sliding die device is characterized in that four auxiliary connecting beams, arranged from left to right and from top to bottom, are respectively and fixedly arranged on upper surfaces of two outer ring faces, correspondingly located on an upper enclosing ring and a lower enclosing ring, on a left side hoisting frame and a right side hoisting frame. The left side hoisting frame and the right side hoisting frame are arranged between a front cylinder base and a back cylinder base and are closest to each other. A left connecting truss and a right connecting truss are respectively and correspondingly arranged on the auxiliary connecting beams arranged from front to back and on the left side and the right side. The left connecting truss and the right connecting truss are respectively a truss beam formed by welding an upper longitudinal beam, a lower longitudinal beam and an inclined support. The back end or the front end of the upper longitudinal beam of the left connecting truss, the back end or the front end of the lower longitudinal beam of the left connecting truss, the back end or the front end of the upper longitudinal beam of the right connecting truss, and the the back end or the front end of the lower longitudinal beam of the right connecting truss are welded with the auxiliary connecting beams correspondingly, are provided with oval holes correspondingly, and are in sleeved and sliding connection with bolts arranged on the corresponding auxiliary connecting beams. Connecting platform plates are arranged on the left connecting truss and the right connecting truss. The double-cylinder-base synchronous sliding die device realizes the flow process of construction, and is low in cost, short in project period and high in efficiency.

Description

The synchronous sliding form apparatus in two cylinders storehouse
Technical field
The utility model belongs to architectural furniture, specifically relates to the sliding form apparatus in a kind of pair of cylinder storehouse.
Background technology
Cylinder storehouse sliding formwork is very important link in cylinder Cush work process, slding form operation is high because having efficiency of construction, the advantage that duration is short, construction cost is low and being widely used, the selection of a plurality of separate cylinder storehouse group's slip form construction device, the input quantity that not only relates to equipment, personnel, also relate to construction cost and efficiency of construction simultaneously; Cylinder storehouse slding form operation at present, main single storehouse method and two kinds of the group storehouse methods of adopting, single storehouse method sliding formwork is to remove after a cylinder Cush work is finished again, re-assembly the sliding formwork that carries out one by one other cylinder storehouse, although sliding formwork facility, personnel's expense are little, widely applicable, the construction period is long, and the production capacity of the auxiliary equipment such as tower crane, upper people's chute, concrete mixing station is idle, and lease expenses is high; Group's storehouse method slding form operation is with after the device assembles of each cylinder storehouse sliding formwork, and disposable although the construction period is short, efficiency is high with all cylinder storehouse slding form operation end, and sliding formwork facility, personnel's expense is large, needs disposable used device, and construction cost is high.Slding form operation for a plurality of separate cylinder storehouse group, not only need with considering the costs such as sliding formwork equipment, auxiliary equipment, constructor, also need the working procedures such as interspersed silos platform, cone, and single storehouse method and two kinds of slding form operation methods of group's storehouse method, the equipment, the personnel cost that need are high, and can not realize the flowing water construction organization, also have influence on the construction period, therefore restrict greatly construction, reduced operating efficiency.
Summary of the invention
The purpose of this utility model is to propose a kind of pair of synchronous sliding form apparatus in cylinder storehouse, and is not only rational in infrastructure, safe and reliable, and reduces artificial the input, saves construction cost, improves the efficiency of construction.
the purpose of this utility model is achieved like this: a kind of pair of synchronous sliding form apparatus in cylinder storehouse, two cylinder storehouse position difference corresponding the install sliding form apparatus adjacent in front and back, this sliding form apparatus comprises hoisting frame, support bar, hydraulic jack, the inner platform plate, the outer platform plate, the platform diagonal brace, enclosure and steel form, this hoisting frame is the door frame of each rectangular ∩ shape (or opening font) of circumference uniform distribution, fixedly mount respectively symmetrically the platform diagonal brace in the interior outside in each hoisting frame stage casing and fixedly mount respectively accordingly annular inner platform plate on each platform diagonal brace, the outer platform plate, at this inner platform plate, use straight up respectively bolt mounting platform railing circle on the excircle of outer platform plate, fixedly mount respectively top rail between the inboard of the epimere straight-bar of each hoisting frame, with bolt, large-tonnage feed-through hydraulic jack is installed respectively on each top rail, the high pressure liquid force feed that each hydraulic jack is supplied by hydraulic system drives, the center of each hydraulic jack correspondence is respectively worn (folder) and is contained on each support bar that is arranged in cylinder storehouse concrete wall, in the enclosure of fixed installation annular up and down respectively of the inboard of two straight-bar hypomeres of each hoisting frame, the steel form in the cylinder storehouse of the vertical underlying of difference circumference fixed installation on two adjacent anchor rings of this up and down enclosure, each hydraulic jack withstands on climbing on each support bar, drive hoisting frame, steel form progressively rises, build cylinder storehouse concrete wall with correspondence between the both sides steel form in this cylinder storehouse, it is characterized in that: on the upper surface of corresponding two outer ring surfaces that are positioned at the up and down enclosure on the nearest left and right sides hoisting frame of spacing distance between former and later two cylinder storehouses, fixed installation is left and right to the auxiliary tie-beam that arranges respectively, (namely fixedly mounting altogether the four auxiliary tie-beams in up and down, left and right on each left and right sides hoisting frame), what in the front and back in left side, arrange installs left truss frame for connecting on auxiliary tie-beam up and down, this (being sagittal) left truss frame for connecting is mainly by upper longeron, the girder truss that lower longeron and bearing diagonal assembly welding form, the rear end (or front end) of the longeron up and down of this left truss frame for connecting correspondence is welded mutually with auxiliary tie-beam, and upper at this left truss frame for connecting, the front end of lower longeron is offered respectively elliptical aperture on (or rear end), and with corresponding auxiliary tie-beam on the bolt installed be and be set with and be slidably connected, equally, what in the front and back on right side, arrange installs right truss frame for connecting on auxiliary tie-beam up and down, this (being sagittal) right truss frame for connecting is also mainly by upper longeron, the girder truss that lower longeron and bearing diagonal assembly welding form, upper with this right truss frame for connecting, the rear end of lower longeron (or front end) is corresponding to be welded mutually with auxiliary tie-beam, and upper at this right truss frame for connecting, the front end of lower longeron is offered respectively elliptical aperture on (or rear end), and with corresponding auxiliary tie-beam on the bolt installed be and be set with and be slidably connected, when the outer platform plate of the concrete wall run-off the straight of cylinder storehouse or two cylinder storehouse sliding formworks has difference in height, left truss frame for connecting, right truss frame for connecting can compensate at the bolt place of being slidably connected, fixed installation connecting platform plate (and with the outer platform plate, being communicated with) on the upper surface between this left truss frame for connecting and right truss frame for connecting, and in this connecting platform plate outside, vertically fixedly mount respectively guard rail, this left truss frame for connecting, right truss frame for connecting and each auxiliary tie-beam all can adopt section steel manufacture.
During sliding formwork, the primer fluid pressing system is to each hydraulic jack supply high pressure liquid force feed, each hydraulic jack is upwards climbed along support bar respectively, simultaneously, drive each hoisting frame, steel form rises thereupon, left truss frame for connecting, right truss frame for connecting and connecting platform plate also promote with hoisting frame, and two cylinder storehouse concrete walls are shaped simultaneously, realized so the synchronous sliding formwork in two cylinders storehouse, for a plurality of independent silos group slding form operation provides very big convenience.
The synchronous sliding form apparatus in two cylinders storehouse that the utility model proposes, construction equipment, personnel are thrown, and to enter amount less, conveniently realizes the flowing water construction organization, and construction cost is lower, and the duration is short, and efficiency is high, for a plurality of independent silos group slding form operation provides great convenience.
The synchronous sliding form apparatus in two cylinders storehouse that now in conjunction with the accompanying drawings and embodiments the utility model is proposed is described further.
Description of drawings
Fig. 1 is the schematic top plan view of the synchronous sliding form apparatus in two cylinders storehouse that proposes of the utility model.
Fig. 2 is that in Fig. 1, A-A analyses and observe a left side and looks schematic diagram.
In Fig. 1, Fig. 2: 1, hoisting frame 2, support bar 3, hydraulic jack 4-1, inner platform plate 4-2, outer platform plate 5, platform diagonal brace 6, enclosure 7, steel form 8, auxiliary tie-beam 9-1, left truss frame for connecting 9-2, right truss frame for connecting 10-1, platform railing circle 10-2, guard rail 11, cylinder storehouse concrete wall.
The specific embodiment
from Fig. 1, can find out in Fig. 2: a kind of pair of synchronous sliding form apparatus in cylinder storehouse, it is the position corresponding sliding form apparatus of installing respectively in two cylinder storehouses adjacent in front and back, this sliding form apparatus comprises hoisting frame 1, support bar 2, hydraulic jack 3, inner platform plate 4-1, outer platform plate 4-2, platform diagonal brace 5, enclosure 6 and steel form 7, this hoisting frame 1 is the door frame of the rectangular ∩ shape (or opening font) of circumference uniform distribution, fixedly mount respectively symmetrically platform diagonal brace 5 in the interior outside in each hoisting frame 1 stage casing and fixedly mount respectively accordingly annular inner platform plate 4-1 on each platform diagonal brace 5, outer platform plate 4-2, at this inner platform plate 4-1, use straight up respectively bolt mounting platform railing circle 10-1 on the excircle of outer platform plate 4-2, fixedly mount respectively top rail between the inboard of the epimere straight-bar of each hoisting frame 1, with bolt, large-tonnage feed-through hydraulic jack 3 is installed respectively on each top rail, the high pressure liquid force feed that each hydraulic jack 3 is supplied by hydraulic system drives, the center of each hydraulic jack 3 correspondence is respectively worn (folder) and is contained on each support bar 2 that is arranged in cylinder storehouse concrete wall 11, the enclosure 6 of fixed installation annular up and down respectively on the inboard of 1 two straight-bar hypomeres of each hoisting frame, the steel form 7 in the cylinder storehouse of the vertical underlying of difference circumference fixed installation on two adjacent anchor rings of this up and down enclosure, each hydraulic jack 3 climbing on each support bar 2, drive hoisting frame 1, steel form 7 progressively rises, build cylinder storehouse concrete wall 11 with correspondence between this both sides steel form 7 of cylinder storehouse, ﹠lt, b TranNum="70" ﹠gt, it is characterized in that: ﹠lt, / b ﹠gt, on the upper surface of corresponding two outer ring surfaces that are positioned at the up and down enclosure on the nearest left and right sides hoisting frame 1 of spacing distance between former and later two cylinder storehouses, fixed installation is left and right to the auxiliary tie-beam 8 that arranges respectively, (namely fixedly mounting altogether the four auxiliary tie-beams 8 in up and down, left and right on each left and right sides hoisting frame 1), what in the front and back in left side, arrange installs left truss frame for connecting 9-1 on auxiliary tie-beam up and down, this (being sagittal), left truss frame for connecting 9-1 was mainly by upper longeron, the girder truss that lower longeron and bearing diagonal assembly welding form, upper longeron with this left truss frame for connecting 9-1, the rear end of lower longeron (or front end) is corresponding to be welded mutually with auxiliary tie-beam 8, and upper at this left truss frame for connecting 9-1, the front end of lower longeron is offered respectively elliptical aperture on (or rear end), and with corresponding auxiliary tie-beam 8 on the bolt installed be and be set with and be slidably connected, equally, what in the front and back on right side, arrange installs right truss frame for connecting 9-2 on auxiliary tie-beam up and down, this (being sagittal), right truss frame for connecting 9-2 was also mainly by upper longeron, the girder truss that lower longeron and bearing diagonal assembly welding form, upper with this right truss frame for connecting 9-2, the rear end of lower longeron (or front end) is corresponding to be welded mutually with auxiliary tie-beam 8, and upper at this right truss frame for connecting 9-2, the upper correspondence of the front end of lower longeron (or rear end) is offered elliptical aperture, and with corresponding auxiliary tie-beam 8 on the bolt installed be and be set with and be slidably connected, when the outer platform plate 4-2 of concrete wall (11) run-off the straight of cylinder storehouse or two cylinder storehouse sliding formworks has difference in height, left truss frame for connecting 9-1, right truss frame for connecting 9-2 can compensate at the bolt place of being slidably connected, fixed installation (with outer platform plate 4-2, being communicated with) connecting platform plate on the upper surface between this left truss frame for connecting 9-1 and right truss frame for connecting 9-2, and in the outside of this connecting platform plate, vertically fixedly mount respectively guard rail 10-2, this left truss frame for connecting 9-1, right truss frame for connecting 9-2 and each auxiliary tie-beam 8 all can adopt section steel manufacture.
During sliding formwork, the primer fluid pressing system is to each hydraulic jack 3 supply high pressure liquid force feeds, each hydraulic jack 3 is upwards climbed along support bar 2 respectively, simultaneously, drive each hoisting frame 1, steel form 7 and rise thereupon, left truss frame for connecting 9-1, right truss frame for connecting 9-2 and connecting platform plate also promote with hoisting frame 1, and two cylinder storehouse concrete walls 11 are shaped simultaneously, realized so two cylinders storehouse sliding formwork simultaneously, for a plurality of independent silos group slding form operation provides great convenience.

Claims (2)

1. synchronous sliding form apparatus in two cylinder storehouses, two cylinder storehouses difference corresponding the install sliding form apparatus adjacent in front and back, this sliding form apparatus comprises hoisting frame (1), support bar (2), hydraulic jack (3), inner platform plate (4-1), outer platform plate (4-2), platform diagonal brace (5), enclosure (6) and steel form (7), it is characterized in that: in correspondence on the nearest left and right sides hoisting frame (1) of spacing distance between former and later two cylinder storehouses, be positioned on the upper surface of two outer ring surfaces of up and down enclosure, fixed installation is left and right to the auxiliary tie-beam (8) that arranges respectively, namely at up and down, the upper left and right of fixed installation altogether of each left and right sides hoisting frame (1) four auxiliary tie-beams (8), what in the front and back in left side, arrange installs left truss frame for connecting (9-1) on auxiliary tie-beam up and down, this is sagittal left truss frame for connecting (9-1) is mainly by upper longeron, the girder truss that lower longeron and bearing diagonal assembly welding form, upper longeron with this left truss frame for connecting (9-1), the rear end of lower longeron or front end are corresponding to be welded mutually with auxiliary tie-beam (8), and upper at this left truss frame for connecting (9-1), offer respectively elliptical aperture on the front end of lower longeron or rear end, and with the upper bolt of installing of corresponding auxiliary tie-beam (8), be and be set with and be slidably connected, equally, what in the front and back on right side, arrange installs right truss frame for connecting (9-2) on auxiliary tie-beam up and down, this is sagittal right truss frame for connecting (9-2) is also mainly by upper longeron, the girder truss that lower longeron and bearing diagonal assembly welding form, upper with this right truss frame for connecting (9-2), the rear end of lower longeron or front end are corresponding to be welded mutually with auxiliary tie-beam (8), and upper at this right truss frame for connecting (9-2), on the front end of lower longeron or rear end, correspondence is offered elliptical aperture, and with the upper bolt of installing of corresponding auxiliary tie-beam (8), be and be set with and be slidably connected, the connecting platform plate that fixed installation is communicated with outer platform plate (4-2) on the upper surface between this left truss frame for connecting (9-1) and right truss frame for connecting (9-2), and in the outside of this connecting platform plate, vertically fixedly mount respectively guard rail (10-2).
2. the according to claim 1 pair of synchronous sliding form apparatus in cylinder storehouse, is characterized in that this left truss frame for connecting (9-1), right truss frame for connecting (9-2) and each auxiliary tie-beam (8) all adopt section steel manufacture.
CN2013200495541U 2013-01-30 2013-01-30 Double-cylinder-base synchronous sliding die device Active CN203285049U (en)

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Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103711307A (en) * 2013-12-31 2014-04-09 广州协安建设工程有限公司 Synchronous sliding and lifting control method for large integrated grouped-warehouse-sliding-mode engineering

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103711307A (en) * 2013-12-31 2014-04-09 广州协安建设工程有限公司 Synchronous sliding and lifting control method for large integrated grouped-warehouse-sliding-mode engineering

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