CN104832194A - Full-automatic hydraulic concrete-lining steel-moulding-plate trolley - Google Patents
Full-automatic hydraulic concrete-lining steel-moulding-plate trolley Download PDFInfo
- Publication number
- CN104832194A CN104832194A CN201510176283.XA CN201510176283A CN104832194A CN 104832194 A CN104832194 A CN 104832194A CN 201510176283 A CN201510176283 A CN 201510176283A CN 104832194 A CN104832194 A CN 104832194A
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- Prior art keywords
- column
- hydraulic
- template
- portal frame
- trolley
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- 238000009415 formwork Methods 0.000 claims description 23
- 241001633942 Dais Species 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 241001669679 Eleotris Species 0.000 claims description 9
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 abstract description 2
- 239000004567 concrete Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The invention, which relates to the technical field of the tunnel construction equipment, provides a full-automatic hydraulic concrete-lining steel-moulding-plate trolley. The trolley is characterized in that the trolley comprises a walking system, a portal frame device, a template device, and a hydraulic system. The walking system arranged at the lower side of the portal frame device; and the template device is arranged at the outer side of the portal frame device by the hydraulic system. The walking system consists of sleepers, rails, walking wheels, heightening seats, and drive motors. The portal frame device includes a portal frame cross beam, standing columns, an upper longitudinal beam, and a lower longitudinal beam. The template device contains a top template, templates at two sides, and a bottom template. The hydraulic system includes lifting hydraulic cylinders connected between the standing columns and guiding posts, lateral hydraulic cylinders connected between the sides of the standing columns and the templates at two sides, and horizontal hydraulic cylinders connected between the portal frame cross beam and a fixed rack. The provided trolley has the following beneficial effects: the structure is reasonable; the usage is convenient; the trolley can be controlled conveniently; automatic walking and hydraulic automatic positioning and demoulding are realized; and the positioning and demoulding are precise.
Description
Technical field:
The present invention relates to constructing tunnel equipment technical field, specifically fully automatic hydraulic concrete-liner steel formwork trolley.
Background technology:
Chassis is mainly used in tunnel, diversion tunnel, and two lining (secondary lining) pouring concretes use, it is needle beam types that chassis is divided into again two kinds of structure one to be traveling type another kinds, chassis is primarily of portal frame and template composition, and the main load-bearing of portal frame, template designs according to tunnel-shaped.It has automatic walking, and hydraulic pressure locates the advantage of the demoulding (can realize, under, left, to move right) automatically.The structural portion that chassis of the prior art has is reasonable, the location demoulding is accurate not, the demoulding can only carry out whole demoulding, and the time difference of the concrete setting of different parts, different time construction in tunnel, and existing in location the demoulding all rely on hydraulic means, need more hydraulic cylinder, not only control is inconvenient but also cost is higher.
Summary of the invention:
Technical problem to be solved by this invention is to provide a kind of rational in infrastructure, easy to use, is convenient to control, the fully automatic hydraulic concrete-liner steel formwork trolley of convenient location and the demoulding.
Solve technical problem adopt following technical scheme:
Fully automatic hydraulic concrete-liner steel formwork trolley, it is characterized in that: comprise running gear, mast apparatus, plate device and hydraulic system, described running gear is arranged on the downside of mast apparatus, and described plate device is arranged on the outside of mast apparatus by hydraulic system;
Described running gear comprises sleeper, guide rail, road wheel, adds dais and driving motor, described sleeper is laid on the ground, described guide rail is arranged on sleeper, described road wheel coordinates with guide rail and rotatable being arranged on adds on dais, and described driving motor is fixedly installed on and adds on dais and be connected with traction drive;
Described mast apparatus comprises door frame crossbeam, column, upper longeron and lower longeron, what described column can go up movement by guide pillars and bushes is arranged on the top adding dais, described door frame crossbeam is laterally fixedly connected between column upper end, described lower longeron is longitudinally fixedly connected between column lower end portion, and described upper longeron is longitudinally fixedly connected between column upper end;
Described plate device comprises top template, two side templates and soffit formwork, two described side templates are hinged on two side positions of top template, described soffit formwork is hinged on the lower position of two side templates, described top template is arranged on door frame crossbeam by fixed mount, and described top template, two side templates and soffit formwork are evenly provided with template watch window and Grouting Pipe respectively;
Described hydraulic system comprises the jacking hydraulic cylinder be connected between column and guide pillar, is connected to the side hydraulic cylinder between column sidepiece and two side templates, and is connected to the horizontal hydraulic cylinder between door frame crossbeam and fixed mount.
The downside of described lower longeron is evenly provided with basic very heavy.
Described door frame crossbeam is provided with cant beam with the inner side be connected between column.
Described column and two side templates and to be also connected with helical screw between column and soffit formwork respectively very heavy.
Described column and the shear shank being provided with into right-angled intersection between column.
The outermost of described column is provided with ladder guardrails.
The invention has the beneficial effects as follows: the present invention is rational in infrastructure, easy to use, be convenient to control, have automatic walking, hydraulic pressure locates the demoulding automatically, and location and the demoulding accurate.
Accompanying drawing illustrates:
To be that the present invention is main look broken section structural representation to Fig. 1.
Fig. 2 is plan structure schematic diagram of the present invention.
Fig. 3 is the left TV structure schematic diagram of the present invention.
Detailed description of the invention:
The technological means realized to make the present invention, creation characteristic, reaching object and effect is easy to understand, below in conjunction with concrete diagram, setting forth the present invention further.
As shown in Figure 1,2 and 3, fully automatic hydraulic concrete-liner steel formwork trolley, comprise running gear 1, mast apparatus 2, plate device 3 and hydraulic system 4, running gear 1 is arranged on the downside of mast apparatus 2, and plate device 3 is arranged on the outside of mast apparatus 2 by hydraulic system 4;
Running gear 1 comprises sleeper 11, guide rail 12, road wheel 13, adds dais 14 and driving motor 15, sleeper 11 is laid on the ground, guide rail 12 is arranged on sleeper 11, road wheel 13 coordinates with guide rail 12 and rotatable being arranged on adds on dais 14, and driving motor 15 is fixedly installed on and adds on dais 14 and be in transmission connection with road wheel 13;
Mast apparatus 2 comprises door frame crossbeam 21, column 22, upper longeron 23 and lower longeron 24, what column 22 can go up movement by guide pillar 25 and guide pin bushing 26 is arranged on the top adding dais 14, door frame crossbeam 21 is laterally fixedly connected between column 22 upper end, lower longeron 24 is longitudinally fixedly connected between column 22 bottom, and upper longeron 13 is longitudinally fixedly connected between column 22 upper end;
Plate device 3 comprises top template 31, two side template 32 and soffit formwork 33, two side templates 32 are hinged on two side positions of top template 31, soffit formwork 33 is hinged on the lower position of two side templates 32, backform, 31 are arranged on door frame crossbeam 21 by fixed mount 34, and top template 31, two side template 32 and soffit formwork 33 are evenly provided with template watch window 35 and Grouting Pipe 36 respectively;
Hydraulic system 4 comprises the jacking hydraulic cylinder 41 be connected between column 22 and guide pillar, is connected to the side hydraulic cylinder 42 between column 22 sidepiece and two side templates 32, and is connected to the horizontal hydraulic cylinder 43 between door frame crossbeam 21 and fixed mount 34.
The downside of lower longeron 24 is evenly provided with basis very heavy 27.The inner side be connected between door frame crossbeam 21 with column 22 is provided with cant beam 28.Column 22 and two side templates 32 and be also connected with helical screw very heavy 44 respectively between column 22 and soffit formwork 33.The shear shank 29 of right-angled intersection is provided with between column 22 with column 22.The outermost of column 22 is provided with ladder guardrails 210.
More than show and describe general principle of the present invention and principal character and advantage of the present invention.The technician of the industry should understand; the present invention is not restricted to the described embodiments; what describe in above-described embodiment and manual just illustrates principle of the present invention; without departing from the spirit and scope of the present invention; the present invention also has various changes and modifications, and these changes and improvements all fall in the claimed scope of the invention.Application claims protection domain is defined by appending claims and equivalent thereof.
Claims (6)
1. fully automatic hydraulic concrete-liner steel formwork trolley, it is characterized in that: comprise running gear, mast apparatus, plate device and hydraulic system, described running gear is arranged on the downside of mast apparatus, and described plate device is arranged on the outside of mast apparatus by hydraulic system;
Described running gear comprises sleeper, guide rail, road wheel, adds dais and driving motor, described sleeper is laid on the ground, described guide rail is arranged on sleeper, described road wheel coordinates with guide rail and rotatable being arranged on adds on dais, and described driving motor is fixedly installed on and adds on dais and be connected with traction drive;
Described mast apparatus comprises door frame crossbeam, column, upper longeron and lower longeron, what described column can go up movement by guide pillars and bushes is arranged on the top adding dais, described door frame crossbeam is laterally fixedly connected between column upper end, described lower longeron is longitudinally fixedly connected between column lower end portion, and described upper longeron is longitudinally fixedly connected between column upper end;
Described plate device comprises top template, two side templates and soffit formwork, two described side templates are hinged on two side positions of top template, described soffit formwork is hinged on the lower position of two side templates, described top template is arranged on door frame crossbeam by fixed mount, and described top template, two side templates and soffit formwork are evenly provided with template watch window and Grouting Pipe respectively;
Described hydraulic system comprises the jacking hydraulic cylinder be connected between column and guide pillar, is connected to the side hydraulic cylinder between column sidepiece and two side templates, and is connected to the horizontal hydraulic cylinder between door frame crossbeam and fixed mount.
2. fully automatic hydraulic concrete-liner steel formwork trolley according to claim 1, is characterized in that: the downside of described lower longeron is evenly provided with basic very heavy.
3. fully automatic hydraulic concrete-liner steel formwork trolley according to claim 1, is characterized in that: described door frame crossbeam is provided with cant beam with the inner side be connected between column.
4. fully automatic hydraulic concrete-liner steel formwork trolley according to claim 1, is characterized in that: described column and two side templates and to be also connected with helical screw between column and soffit formwork respectively very heavy.
5. fully automatic hydraulic concrete-liner steel formwork trolley according to claim 1, is characterized in that: described column and the shear shank being provided with into right-angled intersection between column.
6. fully automatic hydraulic concrete-liner steel formwork trolley according to claim 1, is characterized in that: the outermost of described column is provided with ladder guardrails.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510176283.XA CN104832194A (en) | 2015-04-14 | 2015-04-14 | Full-automatic hydraulic concrete-lining steel-moulding-plate trolley |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510176283.XA CN104832194A (en) | 2015-04-14 | 2015-04-14 | Full-automatic hydraulic concrete-lining steel-moulding-plate trolley |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104832194A true CN104832194A (en) | 2015-08-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510176283.XA Pending CN104832194A (en) | 2015-04-14 | 2015-04-14 | Full-automatic hydraulic concrete-lining steel-moulding-plate trolley |
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| CN (1) | CN104832194A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110273695A (en) * | 2019-07-13 | 2019-09-24 | 中国三冶集团有限公司 | A kind of Tunnel Second Lining formwork jumbo and its stage molding pouring procedure |
| CN110552720A (en) * | 2019-10-15 | 2019-12-10 | 湖南五新隧道智能装备股份有限公司 | from track laying running gear and tunnel lining platform truck |
| CN111335922A (en) * | 2020-03-25 | 2020-06-26 | 陕西公路交通科技开发咨询公司 | Lining trolley and tunnel secondary lining construction method using lining trolley |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2869322Y (en) * | 2005-12-23 | 2007-02-14 | 于海滨 | Portal frame tunnel lining form trolley |
| CN201496073U (en) * | 2009-09-29 | 2010-06-02 | 广汉金达隧道机械有限公司 | Portal type hydraulic steel mould trolley |
| CN201526325U (en) * | 2009-10-21 | 2010-07-14 | 北京中铁天瑞机械设备有限公司 | Mold plate trolley for tunnel lining |
| CN202325547U (en) * | 2011-11-30 | 2012-07-11 | 中铁五局（集团）有限公司 | Working jumbo for continuously variable section tunnel lining |
| CN203603928U (en) * | 2013-11-11 | 2014-05-21 | 中铁四局集团机电设备安装有限公司 | Rubber-tyred walking full-hydraulic lining trolley |
| CN103867215A (en) * | 2014-03-04 | 2014-06-18 | 张进军 | Expressway tunnel groove integral lining trolley |
| CN204627629U (en) * | 2015-04-14 | 2015-09-09 | 安徽岚岛重工科技股份有限公司 | Fully automatic hydraulic concrete-liner steel formwork trolley |
-
2015
- 2015-04-14 CN CN201510176283.XA patent/CN104832194A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2869322Y (en) * | 2005-12-23 | 2007-02-14 | 于海滨 | Portal frame tunnel lining form trolley |
| CN201496073U (en) * | 2009-09-29 | 2010-06-02 | 广汉金达隧道机械有限公司 | Portal type hydraulic steel mould trolley |
| CN201526325U (en) * | 2009-10-21 | 2010-07-14 | 北京中铁天瑞机械设备有限公司 | Mold plate trolley for tunnel lining |
| CN202325547U (en) * | 2011-11-30 | 2012-07-11 | 中铁五局（集团）有限公司 | Working jumbo for continuously variable section tunnel lining |
| CN203603928U (en) * | 2013-11-11 | 2014-05-21 | 中铁四局集团机电设备安装有限公司 | Rubber-tyred walking full-hydraulic lining trolley |
| CN103867215A (en) * | 2014-03-04 | 2014-06-18 | 张进军 | Expressway tunnel groove integral lining trolley |
| CN204627629U (en) * | 2015-04-14 | 2015-09-09 | 安徽岚岛重工科技股份有限公司 | Fully automatic hydraulic concrete-liner steel formwork trolley |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110273695A (en) * | 2019-07-13 | 2019-09-24 | 中国三冶集团有限公司 | A kind of Tunnel Second Lining formwork jumbo and its stage molding pouring procedure |
| CN110552720A (en) * | 2019-10-15 | 2019-12-10 | 湖南五新隧道智能装备股份有限公司 | from track laying running gear and tunnel lining platform truck |
| CN111335922A (en) * | 2020-03-25 | 2020-06-26 | 陕西公路交通科技开发咨询公司 | Lining trolley and tunnel secondary lining construction method using lining trolley |
| CN111335922B (en) * | 2020-03-25 | 2021-09-10 | 陕西公路交通科技开发咨询公司 | Lining trolley and tunnel secondary lining construction method using lining trolley |
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| PB01 | Publication | ||
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Application publication date: 20150812 |