CN102200017A - Tunnel lining trolley with push-pull end die and secondary tunnel lining pouring method implemented by same - Google Patents
Tunnel lining trolley with push-pull end die and secondary tunnel lining pouring method implemented by same Download PDFInfo
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- CN102200017A CN102200017A CN2011101140759A CN201110114075A CN102200017A CN 102200017 A CN102200017 A CN 102200017A CN 2011101140759 A CN2011101140759 A CN 2011101140759A CN 201110114075 A CN201110114075 A CN 201110114075A CN 102200017 A CN102200017 A CN 102200017A
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Abstract
The invention belongs to the technical field of lining trolleys for tunnel engineering construction processes, and particularly relates to a tunnel lining trolley with a push-pull end die and a secondary tunnel lining pouring method implemented by the same. The problems that the quality is difficultly ensured and the construction time is difficultly ensured in the conventional secondary tunnel lining construction are solved. A plurality of adjacent guide steel frames are sequentially welded in the circumferential direction of the periphery of the rear end of the lining trolley, and an end blocking steel template capable of sliding and being fixed relative to each guide steel frame is arranged in each guide steel frame. The secondary tunnel lining pouring method comprises the following steps of: continuously pushing the end blocking steel templates after the lining trolley is in place, screwing down compression bolts, clamping a reverse check device, and casting concrete to form a secondary tunnel lining. The invention has the advantages of effectively solving the problem of additionally erecting a die by manpower, ensuring the construction quality of the secondary lining, saving the die erecting time of the secondary lining, greatly improving the effect of the secondary lining construction and achieving remarkable effect of shortening the construction period of the whole tunnel building engineering.
Description
Technical field
The invention belongs to the technical field of tunnel construction process lining trolley, be specifically related to a kind of Tunnel Second Lining pouring procedure that has the tunnel lining trolley of plug-type end mould and finish.
Background technology
Increase along with expanding economy and population, the deficiency of traffic resource becomes restraining factors, current and expected future significant period of time, the construction of traffic aspect all will be concentrated one's energy to carry out in the China even the whole world, wherein the tunnel is one of of paramount importance approach of present transport solution, is all construction in too busy to get away tunnel of construction of urban traffic construction or Line for Passenger Transportation instantly, high-speed railway.In the tunnel construction process, mainly be divided into following four processing steps at present: (1) excavation, (2) initial stage temporary lining, (3) inverted arch is built, and (4) secondary lining is built.Wherein secondary lining is determining the quality of whole tunnel construction as its construction quality of final lining cutting, and the length of its construction period is also determining the cycle of whole tunnel construction engineering.
The casting method of secondary lining is mainly at present: utilize hydraulic lining trolley to form the hoop template, the lining trolley front end is general will build the lining cutting overlap joint certain-length formation closed end of finishing with a last Pin, the follower head of lining trolley is an open type, the assembly unit that needs the constructor to carry out independent template voluntarily forms the follower head blind end, after all termination sealings, injected hole by lining trolley, slip casting in enclosure space, after treating that concrete reaches certain intensity, building of next Pin lining cutting carried out in the beginning demoulding and reach.This method is the existing method that generally adopts substantially, also is the most advanced lining construction method.But this job practices drawback is obvious: (1) follower head needs manually to carry out with the assembly unit of wood chipboard block-by-block, thus this method closure very poor in the process of building the spillage excreting water phenomenon serious, have a strong impact on the lining construction quality; (2) because the follower head template needs the block-by-block assembly unit, often need for a long time, consuming time serious, seriously delay the duration.
Summary of the invention
The present invention provides a kind of Tunnel Second Lining pouring procedure that has the tunnel lining trolley of plug-type end mould and finish in order to solve the problems referred to above that the existing tunnel Second Lining Construction exists.In the process that Tunnel Second Lining is built, lining trolley carries the follower head template that can stretch, advances the follower head template according to the section size of backbreaking, and makes template compress geotextiles and waterproof lamellar, directly build then, with automation, the mechanization that reaches the termination formwork erection.Guarantee construction quality, shorten the construction period, make lining trolley more convenient rationally simultaneously.
The present invention adopts following technical scheme to realize:
The tunnel lining trolley that has plug-type end mould, comprise lining trolley, be welded with some adjacent guiding steel frameworks on the circumferencial direction of lining trolley follower head periphery successively, the interior setting of each guiding steel framework is its its fixing faces end head plugging steel form relatively that slides also relatively.
Faces end head plugging steel form upper side is provided with waveform along toothing, is equipped with the hold-down bolt perpendicular to the faces end head plugging steel form on the upper ledge face of guiding steel framework, and the upper ledge face bottom of guiding steel framework is provided with reverse non-return device.Oppositely non-return device comprises the check steel plate that is articulated in guiding steel framework upper ledge face bottom, hinged handle lower end, the lower end of check steel plate, and the handle upper end passes the upper ledge face of guiding steel framework.Be provided with rubber weather strip around the faces end head plugging steel form.
A kind of Tunnel Second Lining pouring procedure, it adopts the above-mentioned tunnel lining trolley that has plug-type end mould to finish, its step is as follows: after lining trolley puts in place, pushing faces end head plugging steel form to faces end head plugging steel form continuously compresses tunnel surrounding and canvas cloth, tighten hold-down bolt then, and making reverse non-return device be fastened in waveform along toothing, concreting in the secondary lining space of the sealing that faces end head plugging steel form and lining trolley panel form forms Tunnel Second Lining.
The present invention has following beneficial effect: the present invention utilizes plug-type follower head template to form to have the new-type lining trolley of termination sealing template, efficiently solve a current difficult problem that still adopts artificial extra formwork erection, effectively guaranteed the construction quality of secondary lining, saved the formwork erection time of secondary lining, improved the effect of Second Lining Construction greatly, there has been remarkable effect the duration that shortens whole tunnel construction engineering.This method adopts simple plug-type termination template, the tunnel cross-section unfixed construction actual conditions of size of backbreaking there is great compliance, termination template among the present invention can reuse cheap with chassis, simple to operate, the benefit effect is obvious, particularly outstanding, of far-reaching significance in current extensive its economic benefit of bored tunnel construction field and social benefit, high promotional value is arranged.
Description of drawings
Fig. 1 is guiding steel framework elevation
Fig. 2 is the vertical view of guiding steel framework
Fig. 3 is that the lining trolley before the welding guiding steel framework and the position of tunneling country rock do not concern schematic diagram
Fig. 4 is for being welded to the guiding steel framework in the schematic diagram of lining trolley follower head
Fig. 5 is the elevation of faces end head plugging steel template structure
Fig. 6 is the vertical view of faces end head plugging steel template structure
Fig. 7 is the front view of the relation of the position between guiding steel framework and the faces end head plugging steel form
Fig. 8 is the vertical view of the relation of the position between guiding steel framework and the faces end head plugging steel form
Fig. 9 all pushes the schematic diagram of sealing lining trolley follower head for the faces end head plugging template
Figure 10 is a schematic diagram of tightening hold-down bolt
Figure 11 is reverse non-return device schematic diagram
Figure 12 is the partial enlarged drawing of Figure 11
Among the figure: the 1-steel framework that leads, the reverse non-return device of 2-, the 3-hold-down bolt, the 4-lining trolley, the 5-tunnel surrounding, 6-faces end head plugging steel form, the 7-rubber weather strip, the 8-waveform is along toothing, 9-anchor bolt, 10-check steel plate, 11-handle.
The specific embodiment
In conjunction with the accompanying drawings the specific embodiment of the present invention is described further.
The tunnel lining trolley that has plug-type end mould, comprise lining trolley, be welded with some adjacent guiding steel frameworks 1 on the circumferencial direction of lining trolley follower head periphery successively, each guiding steel framework 1 interior setting is its its fixing faces end head plugging steel form 6 relatively that slides also relatively.
Faces end head plugging steel form 6 upper sides are provided with waveform along toothing 8, are equipped with the hold-down bolt 3 perpendicular to faces end head plugging steel form 6 on the upper ledge face of guiding steel framework 1, and the upper ledge face bottom of guiding steel framework 1 is provided with reverse non-return device.Oppositely non-return device comprises the check steel plate 10 that is articulated in guiding steel framework 1 upper ledge face bottom, and hinged handle 11 lower ends, the lower end of check steel plate 10,11 upper ends of shaking hands pass the upper ledge face of guiding steel framework 1.Be provided with rubber weather strip 7 around the faces end head plugging steel form 6.
Of the present inventionly have the manufacturing process of tunnel lining trolley that push-and-pull is the end mould:
1, at first making guiding steel framework, and installation hold-down bolt and reverse non-return device are as shown in Figure 1, 2.
2, the guiding steel framework is welded to the lining trolley follower head along lining trolley circular arc direction, as shown in Figure 3 and Figure 4.
3, the faces end head plugging steel form that has the suitable toothing of waveform according to the width and the processing of suitable the tooth check structure on it of guiding steel framework, and faces end head plugging steel form periphery has certain expansile rubber weather strip, shown in Fig. 5,6.
4, the faces end head plugging steel form of making is penetrated in the guiding steel framework, the relation between faces end head plugging steel form and the guiding steel framework is seen shown in Fig. 7,8.
Tunnel Second Lining pouring procedure of the present invention, step is as follows:
1, after lining trolley puts in place, push the faces end head plugging steel form continuously, compress tunnel surrounding and canvas cloth up to the faces end head plugging steel form, and utilize the reverse non-return device in the guiding steel framework further to compress and fix, the integral position relation is seen Fig. 9.
2, after the faces end head plugging steel form on the lining trolley all pushes, tighten hold-down bolt lateral pressure to the faces end head plugging steel form when supporting fluid concrete, as shown in figure 10.
3, faces end head plugging steel form and lining trolley panel form the enclosure space of the secondary lining of base closed, use fine gap between expanded rubber bar shutoff faces end head plugging steel form then, form the secondary lining space of complete closed.Fluid concrete forms the tunnel lining secondary lining in enclosure space.
Claims (5)
1. tunnel lining trolley that has plug-type end mould, comprise lining trolley, it is characterized in that being welded with some adjacent guiding steel frameworks (1) successively on the circumferencial direction of lining trolley follower head periphery, interior the setting of each guiding steel framework (1) is also its faces end head plugging steel form (6) of fixing relatively of its slip relatively.
2. the tunnel lining trolley that has plug-type end mould according to claim 1, it is characterized in that described faces end head plugging steel form (6) upper side is provided with waveform along toothing (8), be equipped with the hold-down bolt (3) perpendicular to faces end head plugging steel form (6) on the upper ledge face of guiding steel framework (1), the upper ledge face bottom of guiding steel framework (1) is provided with reverse non-return device.
3. the tunnel lining trolley that has plug-type end mould according to claim 2, it is characterized in that described reverse non-return device comprises the check steel plate (10) that is articulated in guiding steel framework (1) upper ledge face bottom, the hinged handle in lower end (11) lower end of check steel plate (10), handle (11) upper end passes the upper ledge face of guiding steel framework (1).
4. according to claim 1 or the 2 or 3 described tunnel lining trolleys that have plug-type end mould, it is characterized in that faces end head plugging steel form (6) is provided with rubber weather strip (7) all around.
5. Tunnel Second Lining pouring procedure, it adopts the tunnel lining trolley that has plug-type end mould as claimed in claim 4 to finish, it is characterized in that step is as follows: after lining trolley puts in place, pushing faces end head plugging steel form to faces end head plugging steel form continuously compresses tunnel surrounding and canvas cloth, tighten hold-down bolt then, and make reverse non-return device be fastened in waveform along toothing, concreting in the secondary lining space of the sealing that faces end head plugging steel form and lining trolley panel form forms Tunnel Second Lining.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN 201110114075 CN102200017B (en) | 2011-05-04 | 2011-05-04 | Tunnel lining trolley with push-pull end die and secondary tunnel lining pouring method implemented by same |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110114075 CN102200017B (en) | 2011-05-04 | 2011-05-04 | Tunnel lining trolley with push-pull end die and secondary tunnel lining pouring method implemented by same |
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| CN102200017A true CN102200017A (en) | 2011-09-28 |
| CN102200017B CN102200017B (en) | 2013-07-24 |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102852529A (en) * | 2012-09-29 | 2013-01-02 | 中铁八局集团第一工程有限公司 | Method for reinforcing end socket template of secondary lining trolley of tunnel |
| CN103257080A (en) * | 2013-05-23 | 2013-08-21 | 西南交通大学 | Prototype test device for shield tunnel dual-layer lining structure and secondary lining pouring device |
| CN103615263A (en) * | 2013-11-25 | 2014-03-05 | 国电大渡河沙坪水电建设有限公司 | Lifting rotary conveying device on basis of steel mould trolley and method for applying lifting rotary conveying device |
| CN103953366A (en) * | 2014-05-20 | 2014-07-30 | 长安大学 | Middle separation wall top original lining cavity backfilling construction method when single-hole tunnel is changed into multiple arches |
| CN104564104A (en) * | 2014-12-17 | 2015-04-29 | 张进军 | Trolley system used for tunnel lining |
| CN105781583A (en) * | 2016-04-26 | 2016-07-20 | 中国中铁航空港建设集团有限公司 | Double-hinge reversible tunnel lining trolley steel end formwork and tunnel lining trolley |
| CN107725072A (en) * | 2017-10-19 | 2018-02-23 | 中铁三局集团有限公司 | Subway tunnel mid-board and smoke baffle plate integration pour mould bases and its construction method |
| CN111520159A (en) * | 2020-05-29 | 2020-08-11 | 中铁二院工程集团有限责任公司 | Tunnel lining structure suitable for surrounding rock to be salt rock stratum |
| CN111963209A (en) * | 2020-08-31 | 2020-11-20 | 中铁六局集团有限公司 | Tunnel grouting trolley adopting shield method |
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| CN101614124A (en) * | 2008-06-27 | 2009-12-30 | 中铁隧道集团有限公司 | Open type hard rock mole driving and secondary lining method for synchronously constructing |
| CN101929344A (en) * | 2010-07-14 | 2010-12-29 | 中铁隧道集团二处有限公司 | Method for mounting medium-deep buried water stop of tunnel archwall lining concrete toroidal construction joint |
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| CN1519456A (en) * | 2003-01-20 | 2004-08-11 | 中铁西南科学研究院 | Trolley for construcing integral mould and building lining moulding board in loopful tunnel |
| KR20050047068A (en) * | 2005-04-30 | 2005-05-19 | 한성물류운반기계(주) | Table for exchanging metallic mould |
| CN101182773A (en) * | 2007-12-20 | 2008-05-21 | 中铁十二局集团有限公司 | Railway large-bore tunnel oval-shaped table-board cap brim bias-cutting type hole-door construction method |
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Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102852529A (en) * | 2012-09-29 | 2013-01-02 | 中铁八局集团第一工程有限公司 | Method for reinforcing end socket template of secondary lining trolley of tunnel |
| CN103257080B (en) * | 2013-05-23 | 2015-10-14 | 西南交通大学 | Secondary lining builds device |
| CN103257080A (en) * | 2013-05-23 | 2013-08-21 | 西南交通大学 | Prototype test device for shield tunnel dual-layer lining structure and secondary lining pouring device |
| CN103615263A (en) * | 2013-11-25 | 2014-03-05 | 国电大渡河沙坪水电建设有限公司 | Lifting rotary conveying device on basis of steel mould trolley and method for applying lifting rotary conveying device |
| CN103615263B (en) * | 2013-11-25 | 2015-10-28 | 国电大渡河沙坪水电建设有限公司 | Conveying arrangement and application process thereof are rotated in lifting based on steel form carrier |
| CN103953366A (en) * | 2014-05-20 | 2014-07-30 | 长安大学 | Middle separation wall top original lining cavity backfilling construction method when single-hole tunnel is changed into multiple arches |
| CN103953366B (en) * | 2014-05-20 | 2016-03-23 | 长安大学 | Mid-board top former lining cutting cavity backfill construction method when single hole tunnel changes arcading into |
| CN104564104A (en) * | 2014-12-17 | 2015-04-29 | 张进军 | Trolley system used for tunnel lining |
| CN104564104B (en) * | 2014-12-17 | 2016-06-15 | 张进军 | A kind of table system for tunnel-liner |
| CN105781583A (en) * | 2016-04-26 | 2016-07-20 | 中国中铁航空港建设集团有限公司 | Double-hinge reversible tunnel lining trolley steel end formwork and tunnel lining trolley |
| CN107725072A (en) * | 2017-10-19 | 2018-02-23 | 中铁三局集团有限公司 | Subway tunnel mid-board and smoke baffle plate integration pour mould bases and its construction method |
| CN111520159A (en) * | 2020-05-29 | 2020-08-11 | 中铁二院工程集团有限责任公司 | Tunnel lining structure suitable for surrounding rock to be salt rock stratum |
| CN111963209A (en) * | 2020-08-31 | 2020-11-20 | 中铁六局集团有限公司 | Tunnel grouting trolley adopting shield method |
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| CN102200017B (en) | 2013-07-24 |
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