CN202831621U - Integrated slipform for silo concrete - Google Patents
Integrated slipform for silo concrete Download PDFInfo
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- CN202831621U CN202831621U CN 201220514341 CN201220514341U CN202831621U CN 202831621 U CN202831621 U CN 202831621U CN 201220514341 CN201220514341 CN 201220514341 CN 201220514341 U CN201220514341 U CN 201220514341U CN 202831621 U CN202831621 U CN 202831621U
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- hoisting frame
- shaped hoisting
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Abstract
An integrated slipform for silo concrete comprises a cylinder-shaped slipform device, a plurality of U-shaped lifting frames, an operation platform system and a hydraulic lifting system, wherein the plurality of U-shaped lifting frames are connected with the slipform device, the operation platform system is connected with the plurality of U-shaped lifting frames, and the hydraulic lifting system is installed on the U-shaped lifting frames. In the hydraulic lifting system, a hydraulic jack is installed on top beams of the U-shaped lifting frames, and a support rod penetrates through the hydraulic jack and stretches between an inner side slipform plate and an outer side slipform plate of the slipform device and provides support for self-lifting of the hydraulic jack. The U-shaped lifting frames are connected with a central plate located in the center of the slipform device through a plurality of adjusting lead screws, and the adjusting lead screws are used for adjusting distances between the U-shaped lifting frames and the central plate. According to the structure of the integrated slipform for the silo concrete, pouring of silo structures can be achieved in a stepping mode, accuracy of form and position of the slipform device can be adjusted at any time by means of the adjusting lead screws, and construction quality is improved.
Description
Technical field
The utility model relates to the building engineering shuttering technical field, is specifically related to a kind of concrete whole slip plate device of silo that is applicable to build.
Background technology
In building operations, often run into round silo structural concrete structure, such as water tower, chimney etc., because its diameter and highly often all larger, concrete thickness is also thinner, if adopt the common job practices of setting up high-rise framed bent formwork erection along borehole wall medial and lateral, because installation, the dismantlement work amount of framed bent and template are large, the template operation construction is very inconvenient, thereby cause construction speed slow, waste a large amount of material and labour, the problem such as cost of production is large, simultaneously also be unfavorable for safe construction, concrete construction quality is also wayward.
Chinese patent ZL200810306358.1 provides a kind of silo structure structure storehouse top steel beam hydraulic hoisting and positioning apparatus and job practices thereof, can realize the silo structure structure from lifting construction, the problem that exists is that the weight that the top girder steel has greatly increased whole device is set, and can't remedy by the adjusting in later stage for the distortion that produces greatly because of structure, thereby affect the quality of construction in later period.And material expends morely, and cost is higher.
Summary of the invention
Technical problem to be solved in the utility model provides a kind of silo concrete whole slip template, can adjust at any time the plate device accuracy of form and position in work progress, and can significantly reduce material consumption, alleviates the weight of single unit system.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is: a kind of silo concrete whole slip template, comprise into the plate device that cylindrical shape is arranged, the a plurality of U-shaped hoisting frame that is connected with plate device, the operation platform system that is connected with a plurality of U-shaped hoisting frames, be installed in the hydraulic lifting system on the U-shaped hoisting frame, in the described hydraulic lifting system, hydraulic jack is installed on the top cross-bar of U-shaped hoisting frame, support bar passes hydraulic jack and extend in the plate device between the inner side template and outboard template, and provides support for the certainly lifting of hydraulic jack;
U-shaped hoisting frame is connected with the spider that is positioned at the plate device center by many adjusting screw mandrels, to be used for regulating the distance between each U-shaped hoisting frame and the spider.
Described adjusting screw mandrel is at least two sections, connects by regulating sleeve between each section.
The inboard column bottom of described U-shaped hoisting frame is connected with spider by many adjusting screw mandrels.
In the described plate device, inner side template is connected with outboard template and is enclosed purlin by many levels and be connected with the column of U-shaped hoisting frame.
Connect by many contact beams between the described U-shaped hoisting frame.
Described U-shaped hoisting frame is connected with a plurality of tripods, is equipped with casting platform at a plurality of tripods, also is provided with many annular girders between described tripod upper surface and the casting platform.
The casting platform below also is hung with the platform of wiping one's face by the suspension bracket reinforcing bar.
In the described hydraulic lifting system, hydraulic control panel is connected with a plurality of separators respectively by multiple-tubing string, and each separator is connected with a plurality of hydraulic jack respectively by multiple-tubing string.
In the described hydraulic jack, piston is slidingly mounted in the cylinder body, and the cylinder body two ends are provided with through hole;
Piston is provided with protruding cover near an end of hydraulic oil port on the cylinder body, and the outer wall of protruding cover becomes to be sealed and matched with through hole on the cylinder body, and the inwall of protruding cover becomes to be sealed and matched with support bar, and the through hole of the cylinder body other end becomes to be sealed and matched with support bar;
In the cylinder body of piston away from the other end of protruding cover, be provided with spring;
In piston and cylinder body be provided with fixture block for unidirectional chucking support bar away from the other end of protruding cover.
Described support bar is provided with the limiting card for restriction hydraulic jack stroke.
A kind of silo concrete whole slip template that the utility model provides, by adopting above-mentioned structure, can adopt the mode of classification to build the silo structure structure, and adopt the mode that screw mandrel is connected with spider of regulating, the accuracy of form and position of adjusting template device at any time, improved construction quality, and the weight of climbing forms integral body reduces significantly, also reduced material consumption.By the limiting card that arranges, also guaranteed the levelness that the every storehouse of template promotes, make its impact that is not subjected to hydraulic jack self precision, and can adopt this oil transportation structure of comparatively saving of separator.Be provided with fixing construction operation platform, can guarantee constructor's safety.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and Examples:
Fig. 1 is the integrally-built schematic top plan view of the utility model device.
Fig. 2 is the partial enlarged drawing at A place among Fig. 1.
Fig. 3 is the B-B sectional view among Fig. 2.
Fig. 4 is the oil cake arrange schematic diagram of hydraulic lifting system in the utility model.
Fig. 5 is the structural representation of hydraulic jack in the utility model.
Fig. 6 is the structural representation during the hydraulic jack oil-feed in the utility model.
Fig. 7 is the structural representation during the hydraulic jack oil return in the utility model.
Among the figure: plate device 1, inner side template 1-1, outboard template 1-2, level is enclosed purlin 1-3, U-shaped hoisting frame 2, column 2-1, operation platform system 3, casting platform 3-1, tripod 3-2, annular girder 3-3, the platform 3-4 that wipes one's face, suspension bracket reinforcing bar 3-5, hydraulic lifting system 4, hydraulic jack 4-1, support bar 4-2, hydraulic control panel 4-3, limiting card 4-4, oil pipe 4-5, separator 4-6, hydraulic oil port 4-11, piston 4-12, fixture block 4-13, spring 4-14, cylinder body 4-15, protruding cover 4-16, contact beam 5 is regulated screw mandrel 6, regulating sleeve 6-1, spider 7.
The specific embodiment
In Fig. 1-3, a kind of silo concrete whole slip template, comprise into the plate device 1 that cylindrical shape is arranged, the a plurality of U-shaped hoisting frame 2 that is connected with plate device 1, operation platform system 3 with a plurality of U-shaped hoisting frames 2 are connected is installed in the hydraulic lifting system 4 on the U-shaped hoisting frame 2, it is characterized in that: in the described hydraulic lifting system 4, hydraulic jack 4-1 is installed on the top cross-bar of U-shaped hoisting frame 2, usually is installed in the centre position of top cross-bar.
In Fig. 3, support bar 4-2 passes hydraulic jack 4-1 and extend in the plate device 1 between the inner side template 1-1 and outboard template 1-2, and provides support for the certainly lifting of hydraulic jack 4-1; Because can be coated by concrete building back support rod 4-2, behind concrete coagulation, this support is reliable.
In Fig. 1-3, U-shaped hoisting frame 2 is connected with the spider 7 that is positioned at plate device 1 center by many adjusting screw mandrels 6, to be used for regulating the distance between each U-shaped hoisting frame 2 and the spider 7.Described adjusting screw mandrel 6 is at least two sections, connects in the mode of screw thread by regulating sleeve 6-1 between each section.Structure thus, rotating regulating sleeve 6-1 can regulate distance between each U-shaped hoisting frame 2 and the spider 7 by screw threads for fastening, thereby the size of guaranteeing plate device 1 is accurate, improve construction quality, this repeatedly is even more important in the work progress that promotes for needs, and adopt this mode, also economization set up raw material and the construction period of a large amount of scaffolds.
In Fig. 3, in the preferred scheme, the inboard column 2-1 bottom of described U-shaped hoisting frame 2 is connected with spider 7 by many adjusting screw mandrels 6.This is that therefore will regulate screw mandrel 6 is arranged on inboard column 2-1 bottom, is conducive to guarantee stress balance because when need adjusting template position, normally before building a storehouse concrete, this moment, template only had less part and concrete clamping.
In the described plate device 1, inner side template 1-1 is connected with outboard template 1-2 and encloses purlin 1-3 by many levels and be connected with the column 2-1 of U-shaped hoisting frame 2.
In Fig. 2-3, in the scheme of optimization, contact beam 5 and be connected with many by bolt between the described U-shaped hoisting frame 2.With this structure, be used for reinforcing U-shaped hoisting frame 2.
In Fig. 3, described U-shaped hoisting frame 2 is connected with a plurality of tripod 3-2, is equipped with casting platform 3-1 at a plurality of tripod 3-2, also is provided with many annular girder 3-3 between described tripod 3-2 upper surface and the casting platform 3-1.
In Fig. 3, casting platform 3-1 below also is hung with the platform 3-4 that wipes one's face by suspension bracket reinforcing bar 3-5.Edge at casting platform 3-1 and the platform 3-4 that wipes one's face also is provided with safety barrier.
In Fig. 4, in the described hydraulic lifting system 4, hydraulic control panel 4-3 is connected with a plurality of separator 4-6 respectively by multiple-tubing string 4-5, and each separator 4-6 is connected with a plurality of hydraulic jack 4-1 respectively by multiple-tubing string 4-5.
In Fig. 5,6,7, among the described hydraulic jack 4-1, piston 4-12 is slidingly mounted in the cylinder body 4-15, and cylinder body 4-15 two ends are provided with through hole;
Piston 4-12 is near the end of the upper hydraulic oil port 4-11 of cylinder body 4-15, it is the upper end among Fig. 5, be provided with protruding cover 4-16, the outer wall of protruding cover 4-16 becomes to be sealed and matched with the through hole on the cylinder body 4-15, the inwall of protruding cover 4-16 becomes to be sealed and matched with support bar 4-2, the cylinder body 4-15 other end, namely the through hole of lower end becomes to be sealed and matched with support bar 4-2 among Fig. 5;
In the cylinder body 4-15 of piston 4-12 away from the other end of protruding cover 4-16, be provided with spring 4-14;
In piston 4-12 and cylinder body 4-15 be provided with fixture block 4-13 for unidirectional chucking support bar 4-2 away from the other end of protruding cover 4-16.In Fig. 6, when from hydraulic oil port 4-11 oil-feed, at this moment, the fixture block 4-13 that is positioned at piston 4-12 tightens support bar 4-2, the fixture block 4-13 that is positioned at cylinder body 4-15 then unclamps support bar 4-2, be that piston 4-12 does not move, and cylinder body 4-15 axially move upward along support bar 4-2, drives connected U-shaped hoisting frame 2 and plate device 1 to move upward; When from hydraulic oil port 4-11 oil return, the fixture block 4-13 that is positioned at piston 4-12 unclamps support bar 4-2, is positioned at the fixture block 4-13 of cylinder body 4-15 then with support bar 4-2 chucking, at this moment, piston 4-12 moves upward under the effect of spring 4-14 and resets, in order to promote next time.
In Fig. 6,7, the length of described protruding cover 4-16 is greater than the stroke h of hydraulic jack 4-1.By above-mentioned structure, this hydraulic jack 4-1 structure is very simple and reliable, especially adopts the structure of protruding cover, formed by protruding cover outer wall and cylinder body and to be sealed and matched, seal comparatively reliably, and be beneficial to processing, be beneficial in the utility model, use on a large scale, thus the Reduction of failure probability.
Described support bar 4-2 is provided with the limiting card 4-4 for restriction hydraulic jack 4-1 stroke.Structure can guarantee that the stroke that promotes is consistent thus, thereby guarantees the levelness of whole plate device 1 in work progress.
The main material of making:
Template is vertically assembled successively by the standard steel template of width 15cm, adopts U-shaped to link between template and connects; U-shaped hoisting frame 2 and tripod 3-2 adopt the channel-section steel material to be welded; Enclose purlin and contact beam 5 and also select the channel-section steel material to make, and be processed into the arc shape that adapts with the silo circle; Support bar 4-2 adopts steel pipe manufacturing; Spider 7 adopts steel plate to make; Annular girder 3-3 adopts the lumps of wood, and casting platform and the platform of wiping one's face adopt wood material.
It is as follows that this device is installed and used process:
One, elder generation about highly about 1.0m, builds first storehouse silo concrete after base surface adopts template formwork erection in bulk, and presses the pre-buried support bar 4-2 of design size in concreting process, and support bar is buried underground and must be guaranteed vertically.
Two, after first storehouse concrete initial set and form removal, this device can be installed:
1, as shown in Figure 3, the placement of first the U-shaped hoisting frame 2 of single Pin being sat on the fence successively, upper beam penetrates on the support bar 4-2, adjust U-shaped hoisting frame, make U-shaped hoisting frame vertically, crossbeam maintenance level and crossbeam axis aim at the silo concrete center of circle, and carry out temporary fixed, support, note making each U-shaped hoisting frame crossbeam to be on the same level elevation face during installation.
2, behind U-shaped hoisting frame 2 installation in position of 2～3 Pin, the vertical upright column 2-1 bolt that successively inside and outside level is enclosed purlin 1-3 and the U-shaped hoisting frame 2 of every Pin links together, and encloses the purlin joint and takes to be welded to connect into whole.
3, inside and outside enclose the purlin installation after, segmentation assembling reinforcement and bury built-in fitting etc. underground is installed inner side template 1-1, outboard template 1-2 successively by number order in advance again.Template must make template tilt about 0.5% in the storehouse when installing, form up big and down small tapering, be beneficial to the demoulding, and template end opening width equals storehouse cylinder concrete wall thickness.
4, after template all installs, again adjusting screw 6 is connected between the inboard column 2-1 bottom and spider 7 of U-shaped hoisting frame 2, and rotating regulating sleeve 6-1 makes plate device reach the design accuracy requirement to adjust adjusting screw 6.
5, tripod 3-2 is bolted on U-shaped hoisting frame vertical upright column 2-1, then lays annular girder 3-3 thereon, lay plank and form casting platform 3-1, safety barrier is installed simultaneously.
6, at casting platform hydraulic jack 4-1 and hydraulic lifting system 4 are installed.
7, adopt at last suspension bracket reinforcing bar 3-5 that the inside and outside platform 3-4 that wipes one's face is welded on the template bottom, safety barrier is installed simultaneously.
8, after inspection, the acceptance(check), can enter the construction of normal concreting and template sliding lifting.
Three, template sliding lifting
1, initial rise
Build a layer concrete in the template, behind about 0.4m height, before the initial set, can begin climbing forms behind about 2.5h.Start hydraulic control panel 4-3 and begin initial rise, make hydraulic jack 4-1 push up 1～2 stroke that climbs, about about 5cm, observe the concrete strength conditions of depanning, and adjust accordingly the climbing speed of hydraulic jack 4-1, then can enter the normal sliding stage.
2, normally sliding
Whenever built a layer concrete, LIFT height of climbing forms, continuous placing successively, and sliding continuously, template sliding lifting speed should be controlled in the 40cm/h.When weather sweltering heat or concreting lap time are longer, should start a hydraulic control panel, sliding 1～2 stroke in 20～30 minutes in every interval.
In the normal sliding stage, the operation such as template sliding lifting, concreting, reinforcing bar binding, built-in fitting are buried underground, extended support bar and depanning concrete surface troweling hockets mutually.
3, the end rises and stops sliding
When concreting during to the following 20cm of the design elevation left and right sides, last layer concrete primary concreting is finished, and concrete must be controlled on the same level face; After last layer concrete is built and finished, continue climbing forms, once sliding every 20～30 minutes, until the template end opening is sliding during to 10～20cm below the Concrete Design end face.
Four, form removable flow process
Form removable is substantially opposite with installation, and program is: oil path control system is removed, and---------regulating screw mandrel and spider removes, and---------enclosing purlin and contact beam and remove---U-shaped hoisting frame dismounting---exposes support bar and cuts off in the internal mold dismounting in the external mold dismounting in the casting platform dismounting in the platform of wiping one's face dismounting.
Claims (10)
1. silo concrete whole slip template, comprise into the plate device (1) that cylindrical shape is arranged, the a plurality of U-shaped hoisting frame (2) that is connected with plate device (1), the operation platform system (3) that is connected with a plurality of U-shaped hoisting frames (2), be installed in the hydraulic lifting system (4) on the U-shaped hoisting frame (2), it is characterized in that: in the described hydraulic lifting system (4), hydraulic jack (4-1) is installed on the top cross-bar of U-shaped hoisting frame (2), support bar (4-2) passes hydraulic jack (4-1) and extend in the plate device (1) between the inner side template (1-1) and outboard template (1-2), and provides support for the certainly lifting of hydraulic jack (4-1);
U-shaped hoisting frame (2) is connected with the spider (7) that is positioned at plate device (1) center by many adjusting screw mandrels (6), to be used for regulating the distance between each U-shaped hoisting frame (2) and the spider (7).
2. a kind of silo concrete whole slip template according to claim 1, it is characterized in that: described adjusting screw mandrel (6) is at least two sections, connects by regulating sleeve (6-1) between each section.
3. a kind of silo concrete whole slip template according to claim 1 and 2, it is characterized in that: inboard column (2-1) bottom of described U-shaped hoisting frame (2) is connected with spider (7) by many adjusting screw mandrels (6).
4. a kind of silo concrete whole slip template according to claim 1, it is characterized in that: in the described plate device (1), inner side template (1-1) is connected 1-2 with outboard template) enclose purlin (1-3) by many levels respectively and be connected with the column (2-1) of U-shaped hoisting frame (2).
5. it is characterized in that according to claim 1 or 4 described a kind of silo concrete whole slip templates: connect by many contact beams (5) between the described U-shaped hoisting frame (2).
6. according to claim 1 or 4 described a kind of silo concrete whole slip templates, it is characterized in that: described U-shaped hoisting frame (2) is connected with a plurality of tripods (3-2), be equipped with casting platform (3-1) at a plurality of tripods (3-2), also be provided with many annular girders (3-3) between described tripod (3-2) upper surface and the casting platform (3-1).
7. a kind of silo concrete whole slip template according to claim 6 is characterized in that: also be hung with the platform of wiping one's face (3-4) by suspension bracket reinforcing bar (3-5) below the casting platform (3-1).
8. according to claim 1 or 4 described a kind of silo concrete whole slip templates, it is characterized in that: in the described hydraulic lifting system (4), hydraulic control panel (4-3) is connected with a plurality of separators (4-6) respectively by multiple-tubing string (4-5), and each separator (4-6) is connected with a plurality of hydraulic jack (4-1) respectively by multiple-tubing string (4-5).
9. a kind of silo concrete whole slip template according to claim 1, it is characterized in that: in the described hydraulic jack (4-1), piston (4-12) is slidingly mounted in the cylinder body (4-15), and cylinder body (4-15) two ends are provided with through hole;
Piston (4-12) is provided with protruding cover (4-16) near an end of the upper hydraulic oil port (4-11) of cylinder body (4-15), the outer wall of protruding cover (4-16) becomes to be sealed and matched with through hole on the cylinder body (4-15), the inwall of protruding cover (4-16) becomes to be sealed and matched with support bar (4-2), and the through hole of cylinder body (4-15) other end becomes to be sealed and matched with support bar (4-2);
In the cylinder body (4-15) of piston (4-12) away from the other end of protruding cover (4-16), be provided with spring (4-14);
In piston (4-12) and cylinder body (4-15) be provided with fixture block (4-13) for unidirectional chucking support bar (4-2) away from the other end of protruding cover (4-16).
10. a kind of silo concrete whole slip template according to claim 1 is characterized in that: described support bar (4-2) is provided with the limiting card (4-4) for restriction hydraulic jack (4-1) stroke.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220514341 CN202831621U (en) | 2012-10-09 | 2012-10-09 | Integrated slipform for silo concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220514341 CN202831621U (en) | 2012-10-09 | 2012-10-09 | Integrated slipform for silo concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202831621U true CN202831621U (en) | 2013-03-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220514341 Expired - Fee Related CN202831621U (en) | 2012-10-09 | 2012-10-09 | Integrated slipform for silo concrete |
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| CN (1) | CN202831621U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103104090A (en) * | 2012-10-09 | 2013-05-15 | 中国葛洲坝集团股份有限公司 | Silo house concrete whole sliding and ascending module |
| CN103225397A (en) * | 2013-04-08 | 2013-07-31 | 中国葛洲坝集团股份有限公司 | Integral assembling and disassembling template and method for round well pipe concrete lining |
| CN105971270A (en) * | 2016-05-24 | 2016-09-28 | 中交第航务工程局有限公司 | Sliding formwork of vertical grain storage silo |
-
2012
- 2012-10-09 CN CN 201220514341 patent/CN202831621U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103104090A (en) * | 2012-10-09 | 2013-05-15 | 中国葛洲坝集团股份有限公司 | Silo house concrete whole sliding and ascending module |
| CN103104090B (en) * | 2012-10-09 | 2016-05-11 | 中国葛洲坝集团股份有限公司 | Silo concrete whole slip template |
| CN103225397A (en) * | 2013-04-08 | 2013-07-31 | 中国葛洲坝集团股份有限公司 | Integral assembling and disassembling template and method for round well pipe concrete lining |
| CN105971270A (en) * | 2016-05-24 | 2016-09-28 | 中交第航务工程局有限公司 | Sliding formwork of vertical grain storage silo |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130327 Termination date: 20191009 |
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| CF01 | Termination of patent right due to non-payment of annual fee |