CN202690081U - Sliding type trolley used for vault lining of tunnel with light section - Google Patents
Sliding type trolley used for vault lining of tunnel with light section Download PDFInfo
- Publication number
- CN202690081U CN202690081U CN 201220355922 CN201220355922U CN202690081U CN 202690081 U CN202690081 U CN 202690081U CN 201220355922 CN201220355922 CN 201220355922 CN 201220355922 U CN201220355922 U CN 201220355922U CN 202690081 U CN202690081 U CN 202690081U
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- template
- backrest
- chassis
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Abstract
The utility model discloses a sliding type trolley used for a vault lining of a tunnel with light section. The trolley comprises a template (1), a template back bracket (2), a support (8) and a walking mechanism arranged at the bottom of the support (8), wherein the template is fixedly installed on the template back bracket (2); the overall outline of the template (1) is determined by the shape of the upper part of the template back bracket (2) and is accordant with the structure of the lining; preserved holes (14) are formed and vibrators (3) are installed at the contact plane of the template (1) and the template back bracket (2); the template back bracket (2) is composed of back bracket steel tubes (4) and reinforced steel bar mold bracket (5); the support (8) comprises a top support (6) and support steel tubes (7); the support (8) is erected below the template back bracket (2) through the top support (6); and the walking mechanism comprises foot wheels (11), I-shaped steel (10) and a cross beam (9). The trolley is simple in structure, convenient to operate and low in manufacturing cost.
Description
Technical field
The utility model belongs to the tunnel construction equipment technical field, specifically, is a kind of slidingtype chassis for the lining cutting of light section tunnel vault.
Background technology
In recent years, along with the energetically adjustment of China's energy strategy, light-gauge mountain tunnel passes through engineering and uses more and more, and also more and more higher to the requirement of duration, quality in gas transmission, oil transportation, water pipeline.At these net sections less than 20m
2The light section tunnel construction in, the vault lining construction is difficulty the most, owing to be subject to spatial constraints, sets up all very inconvenience of support and concreting, not only progress is slow, and difficult quality guarantee.So tunnel top board construction, the lining trolley that should adopt integral assembling, turnover to use, for CN200820103730.4 a kind of tunnel development synchronous lining formwork trolley is disclosed such as Chinese patent application number, relate to development machine TBM construction driving simultaneously and the construction equipment that is connected of the collaborative follow-up of secondary lining operation, be fixedly connected with along the door frame crossbeam of tunnel direction bottom girder and vertical tunnel axis; Walking mechanism is fixed under the bottom girder; On move in length and breadth beam assembly and upper longeron and be fixed in the bottom girder top by door frame column two and door frame column one; The backform crossbeam is fixed in and moves in length and breadth on beam assembly and the upper longeron; Backform column bottom fixing with the backform crossbeam on, top the make progress short template of jacking and long template; One end is fixed on door frame column one, the column two or the screw mandrel in the bottom girder outside holds out against the limit mould laterally.Chinese patent application number discloses a kind of tunnel bogie for all ring integral form-construction lining form for CN03117190.7, its formation comprises the Vierendeel girder with telescopic front and back bearing and front and back anti-floating platform, be installed in the vehicle frame on the Vierendeel girder, be installed on the vehicle frame various template oil cylinders and corresponding be connected to the different templates on each oil cylinder and be installed in Vierendeel girder and vehicle frame between the guide wheel guide rail structure, described Vierendeel girder is an open web type Vierendeel girder, bottom at Vierendeel girder is covered with conveying track, and two ends are provided with the sloping rail that joins with this conveying track.
But the finished product chassis of selling in the market is hundreds thousand of easily, and is for the little lining project of a lot of engineering quantitys, extremely uneconomical; And generally all can there be at the construction field (site) a large amount of steel materials idle; Therefore, be badly in need of on the market that design a kind ofly can be gathered materials on the spot, field fabrication, easy and simple to handle, cheap slidingtype lining trolley.
Summary of the invention
The purpose of this utility model is for the contradiction that solves between lining construction in a small amount and the expensive market finished product chassis input, provides a kind of and can gather materials on the spot, field fabrication, easy and simple to handle, the cheap light section tunnel vault lining cutting slidingtype chassis that is applicable to.
To achieve these goals, the utility model has adopted following technical scheme: a kind of for light section tunnel vault lining cutting slidingtype chassis, and comprise template, template backrest, bracing frame and be located at the walking mechanism of bracing frame bottom; Described template is fixedly mounted on the template backrest, and the integral linear of template is determined by the shaped upper part of template backrest, and is consistent with liner structure; Contact surface in template and template backrest is provided with preformed hole, and vibrator is installed; Described template backrest is made of backrest steel pipe and reinforcing bar mould bases.
Support frame as described above comprises jacking and bracing frame steel pipe, and bracing frame is erected at template backrest below by jacking.
Described walking mechanism comprises castor, i iron and crossbeam, and castor is installed on the i iron, i iron and crossbeam fixed installation.
Described crossbeam is comprised of some i iron or channel-section steel.
Described vibrator is the absorption type vibrator.
Described template backrest is comprised of some reinforcing bars and steel pipe.
All parts of the present utility model fits together by bolt or welding or hinged etc. mode, consists of the finished product chassis.
Chassis of the present utility model is when sliding, can be by the Telescopic of jacking, regulate the height of top template, guarantee certain upper space, because the lining cutting top mostly is the up-narrow and down-wide designs such as the shape of a hoof or arc, when template descended the formation upper space, left and right sides had also pulled open certain distance with the lining cutting side wall so simultaneously, when avoiding chassis to move, wipe at most section and side wall.After chassis slides into the target location, pass through again the jacking adjusting template to corresponding height, this moment, the template both sides were just in time tangent with the side wall liner structure, after the closed end template, closed before and after forming, about the smooth-going vault concrete storehouse of overlap joint, the preformed hole that puts in storage by the template top carries out concrete and builds at last; During form removal, by rotation jacking snap ring, lay down the active force that supports the template backrest, template and backrest break away from the concrete face under Gravitative Loads, realize the demoulding.
Concrete using method of the present utility model:
A. build in advance the chassis track of advancing, accurate unwrapping wire when building, guarantee track width, planeness and trend satisfy chassis advance require and rear position deviation in place in allowed band;
B. reduce the template height by the snap ring of regulating jacking, when forming upper space, can allow the chassis left and right sides and lining cutting side wall maintain a certain distance;
C. utilize lever principle to realize that with crowbar chassis moves;
D. after chassis moves into place, utilize the jack pair support system to support in advance, jack model and quantity should satisfy concrete load requirement when building;
E. regulate the snap ring of jacking, climbing shuttering backrest height, so that template is adjusted to the locations of structures of lining cutting concrete design, this moment, the template both sides were just in time tangent, closed with lining cutting side wall concrete;
F. carry out end head formwork Zhi Li, masterplate place in termination reserves the concrete hole of putting in storage, and finishes storehouse face die plate construction;
G. inject concrete from the template preformed hole, open and be attached to the template upper vibration generator, concrete vibrating is closely knit;
H. arrive form removal length of time, regulate the snap ring of jacking, reduce the template height and realize the demoulding, then cleaning template and smearing release agent just can continue next lining cutting section construction.
Compared with prior art, the beneficial effect that possesses of the utility model:
Gather materials on the spot, field fabrication, easy and simple to handle, cheap.Because what the utility model adopted is the mode that integral assembling, turnover are used, higher and the easy operation of Use Limitation rate, and used main material such as channel-section steel, reinforcing bar, punching block etc., all can directly obtain from the job site, be easy to after the use reclaim, avoided market finished product chassis depreciation, the occupation of capital and the factor such as invisible abrasion when idle, economic benefit is high.
Description of drawings
Fig. 1 is the structural representation of the utility model one embodiment.
Fig. 2 is the structural representation of template and template backrest among the utility model one embodiment.
Fig. 3 is the schematic diagram of walking mechanism among the utility model one embodiment.
Reference numeral: template 1, template backrest 2, vibrator 3, backrest steel pipe 4, reinforcing bar mould bases 5, jacking 6, bracing frame steel pipe 7, bracing frame 8, crossbeam 9, i iron 10, castor 11, vault lining cutting concrete 12, preliminary bracing concrete 13, preformed hole 14, jack 15.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is further specified.
Embodiment 1:
As shown in drawings, one be used for to be used for light section tunnel vault lining cutting slidingtype chassis, comprises template 1, template backrest 2, bracing frame 8 and is located at the walking mechanism of bracing frame 8 bottoms; Described template 1 is fixedly mounted on template backrest 2, and the integral linear of template 1 is determined by the shaped upper part of template backrest 2, and is consistent with liner structure; Contact surface in template 1 and template backrest 2 is provided with preformed hole 14, and absorption type vibrator 3 is installed; Described template backrest 2 is made of backrest steel pipe 4 and reinforcing bar mould bases 5; Support frame as described above 8 comprises jacking 6 and bracing frame steel pipe 7, and bracing frame 8 is erected at template backrest 2 bottoms by jacking 6; Described walking mechanism comprises castor 11, i iron 10 and forms crossbeam 9 by several channel-section steels that castor 11 is installed on the i iron 10, i iron 10 and crossbeam 9 fixed installations.
Embodiment 2:
As shown in drawings, one be used for to be used for light section tunnel vault lining cutting slidingtype chassis, comprises template 1, template backrest 2, bracing frame 8 and is located at the walking mechanism of bracing frame 8 bottoms; Described template 1 is fixedly mounted on template backrest 2, and the integral linear of template 1 is determined by the shaped upper part of template backrest 2, and is consistent with liner structure; Contact surface in template 1 and template backrest 2 is provided with preformed hole 14, and absorption type vibrator 3 is installed; Described template backrest 2 is made of backrest steel pipe 4 and reinforcing bar mould bases 5; Support frame as described above 8 comprises jacking 6 and bracing frame steel pipe 7, and bracing frame 8 is erected at template backrest 2 bottoms by jacking 6; Described walking mechanism comprises castor 11, i iron 10 and forms crossbeam 9 by several i iron that castor 11 is installed on the i iron 10, i iron 10 and crossbeam 9 fixed installations.
The assembling flow path of the slidingtype chassis of above-described embodiment 1 and embodiment 2 is: advanced every trade is walked setting up of mechanism, castor 11 is passed through bolt or welding manner, be fixed on the i iron 10, arrange that by calculating interval vertical several channel-section steels (or i iron) are as crossbeam 9, and by affixed with i iron 10, form the walking mechanism platform.Set up bracing frame 8 in walking mechanism, and make it become statically indeterminate system by modes such as bridgings.The upper ends scaffold jacking 6 of vertical supporting frame steel pipe 7, the snap ring of rotation jacking 6 makes adjustable pitch roughly be positioned at the middle position.After arranging i iron on the jacking 6, reinforcement placing mould bases 5 utilizes backrest steel pipe 4 to be fixed.From the centre to both sides, lay successively channel-section steel or other templates, 1 of template is assembled into integral body by U-shaped or welding manner, and adopts articulated manner, is fixed on the template backrest 2.
The using method of the slidingtype chassis of above-described embodiment 1 and embodiment 2: build in advance the chassis track of advancing, accurate unwrapping wire when building, guarantee track width, planeness and trend satisfy chassis advance require and rear position deviation in place in allowed band; Reinforcing bar system peace after laying, bury underground the work such as Grouting Pipe, gutter at chassis and finishing, reduces template 1 height by the snap ring of regulating jacking 6 first, when guaranteeing that chassis slides, enough upper spaces is arranged; Utilize lever principle by crowbar chassis to be passed and slide into the target location; Utilize 15 pairs of support systems of jack to support in advance, jack model and quantity should satisfy concrete load requirement when building; Readjust the snap ring of jacking 6, evenly slow climbing shuttering backrest 2 height are so that template 1 position is consistent with the surface location of design vault lining cutting concrete 12 or preliminary bracing concrete 13; The connection pumping line, preformed hole 14 is aimed in the pumping line outlet, and it is dark to insert the about 5cm of template, and the unnecessary slit between shutoff preformed hole 14 and pumping steel pipe reinforces end head formwork 1 with conventional formwork erection method; Open pumping equipment, concreting is opened and is attached to template 1 upper vibration generator 3, guarantees concrete compaction; Arrive form removal length of time, remove end head formwork 1, regulate the snap ring of jacking 6, reduce template 1 and highly realize the demoulding, cleaning template 1 and smearing release agent continue next lining cutting section construction.
Claims (5)
1. one kind is used for light section tunnel vault lining cutting slidingtype chassis, comprises template (1), template backrest (2), bracing frame (8) and is located at walking mechanism bottom the bracing frame (8); It is characterized in that: described template (1) is fixedly mounted on template backrest (2), and the integral linear of template (1) is determined by the shaped upper part of template backrest (2), and is consistent with liner structure; Contact surface in template (1) and template backrest (2) is provided with preformed hole (14), and vibrator (3) is installed; Described template backrest (2) is made of backrest steel pipe (4) and reinforcing bar mould bases (5).
2. according to claim 1 for light section tunnel vault lining cutting slidingtype chassis, it is characterized in that: support frame as described above (8) comprises jacking (6) and bracing frame steel pipe (7), and bracing frame (8) is erected at template backrest (2) below by jacking (6).
3. according to claim 2 for light section tunnel vault lining cutting slidingtype chassis, it is characterized in that: described walking mechanism comprises castor (11), i iron (10) and crossbeam (9), castor (11) is installed on the i iron (10), i iron (10) and crossbeam (9) fixed installation.
4. according to claim 3 for light section tunnel vault lining cutting slidingtype chassis, it is characterized in that: described crossbeam (9) is comprised of some i iron or channel-section steel.
5. arbitrary described for light section tunnel vault lining cutting slidingtype chassis according to claim 1-3, it is characterized in that: described vibrator (3) is the absorption type vibrator.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220355922 CN202690081U (en) | 2012-07-21 | 2012-07-21 | Sliding type trolley used for vault lining of tunnel with light section |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220355922 CN202690081U (en) | 2012-07-21 | 2012-07-21 | Sliding type trolley used for vault lining of tunnel with light section |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202690081U true CN202690081U (en) | 2013-01-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220355922 Expired - Fee Related CN202690081U (en) | 2012-07-21 | 2012-07-21 | Sliding type trolley used for vault lining of tunnel with light section |
Country Status (1)
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| CN (1) | CN202690081U (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178986A (en) * | 2015-10-30 | 2015-12-23 | 郑州大学 | Variable curve mold for lining positioning of earth-sheltered dwelling and construction technology of variable-curve mold |
| CN106013014A (en) * | 2016-06-07 | 2016-10-12 | 中国葛洲坝集团国际工程有限公司 | Small-section tunnel side wall lining formwork erecting construction device |
| CN106050255A (en) * | 2016-05-31 | 2016-10-26 | 中铁工程装备集团有限公司 | Support of open type small-diameter TBM railless rear matched trolley |
| CN106246203A (en) * | 2016-08-03 | 2016-12-21 | 中国十七冶集团有限公司 | A kind of form concrete falsework for Tunnel |
| CN107054388A (en) * | 2017-03-31 | 2017-08-18 | 中国水利水电第十三工程局有限公司 | Track chassis and its application method in the construction of major diameter penstock |
| CN108104838A (en) * | 2017-11-01 | 2018-06-01 | 中铁隧道勘察设计研究院有限公司 | A kind of automation control method of lining construction |
| CN109441501A (en) * | 2018-12-08 | 2019-03-08 | 成都鑫都建设工程有限公司 | A kind of subway tunnel anti-collapse construction method |
| CN109538242A (en) * | 2018-10-23 | 2019-03-29 | 中建局集团第建筑有限公司 | A kind of building method of constructing tunnel falsework |
| CN110030003A (en) * | 2019-04-03 | 2019-07-19 | 中船第九设计研究院工程有限公司 | A kind of the anti-collapse excavating device and its technique of tunnel construction |
| CN110107314A (en) * | 2019-04-30 | 2019-08-09 | 中国葛洲坝集团第二工程有限公司 | Transition region of tunnel lining construction method |
| CN110905574A (en) * | 2019-12-05 | 2020-03-24 | 张信学 | Loess tunnel construction strutting arrangement |
| CN111501570A (en) * | 2020-05-08 | 2020-08-07 | 黑龙江省龙建路桥第三工程有限公司 | Automatic adjusting and supporting die frame for small-span arch bridge |
-
2012
- 2012-07-21 CN CN 201220355922 patent/CN202690081U/en not_active Expired - Fee Related
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178986A (en) * | 2015-10-30 | 2015-12-23 | 郑州大学 | Variable curve mold for lining positioning of earth-sheltered dwelling and construction technology of variable-curve mold |
| CN106050255A (en) * | 2016-05-31 | 2016-10-26 | 中铁工程装备集团有限公司 | Support of open type small-diameter TBM railless rear matched trolley |
| CN106013014A (en) * | 2016-06-07 | 2016-10-12 | 中国葛洲坝集团国际工程有限公司 | Small-section tunnel side wall lining formwork erecting construction device |
| CN106013014B (en) * | 2016-06-07 | 2018-07-20 | 中国葛洲坝集团国际工程有限公司 | A kind of jacked piles with small section side wall lining formwork erection constructing device |
| CN106246203A (en) * | 2016-08-03 | 2016-12-21 | 中国十七冶集团有限公司 | A kind of form concrete falsework for Tunnel |
| CN107054388A (en) * | 2017-03-31 | 2017-08-18 | 中国水利水电第十三工程局有限公司 | Track chassis and its application method in the construction of major diameter penstock |
| CN107054388B (en) * | 2017-03-31 | 2023-10-20 | 中国电建市政建设集团有限公司 | Rail trolley and application method thereof in construction of large-diameter pressure steel pipe |
| CN108104838B (en) * | 2017-11-01 | 2019-03-22 | 中铁隧道勘察设计研究院有限公司 | A kind of automation control method of lining construction |
| CN108104838A (en) * | 2017-11-01 | 2018-06-01 | 中铁隧道勘察设计研究院有限公司 | A kind of automation control method of lining construction |
| CN109538242A (en) * | 2018-10-23 | 2019-03-29 | 中建局集团第建筑有限公司 | A kind of building method of constructing tunnel falsework |
| CN109538242B (en) * | 2018-10-23 | 2020-09-29 | 中建一局集团第一建筑有限公司 | Building method of tunnel construction formwork support |
| CN109441501A (en) * | 2018-12-08 | 2019-03-08 | 成都鑫都建设工程有限公司 | A kind of subway tunnel anti-collapse construction method |
| CN110030003A (en) * | 2019-04-03 | 2019-07-19 | 中船第九设计研究院工程有限公司 | A kind of the anti-collapse excavating device and its technique of tunnel construction |
| CN110030003B (en) * | 2019-04-03 | 2021-05-07 | 中船第九设计研究院工程有限公司 | Anti-collapse excavation device for tunnel construction and process thereof |
| CN110107314A (en) * | 2019-04-30 | 2019-08-09 | 中国葛洲坝集团第二工程有限公司 | Transition region of tunnel lining construction method |
| CN110905574A (en) * | 2019-12-05 | 2020-03-24 | 张信学 | Loess tunnel construction strutting arrangement |
| CN110905574B (en) * | 2019-12-05 | 2021-10-22 | 合肥宝妈机械设计有限公司 | Loess tunnel construction strutting arrangement |
| CN111501570A (en) * | 2020-05-08 | 2020-08-07 | 黑龙江省龙建路桥第三工程有限公司 | Automatic adjusting and supporting die frame for small-span arch bridge |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20130123 Termination date: 20140721 |
|
| EXPY | Termination of patent right or utility model |