CN102704949A - No-pull rod side wall construction method for underground tunnel and formwork trolley for construction - Google Patents
No-pull rod side wall construction method for underground tunnel and formwork trolley for construction Download PDFInfo
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- CN102704949A CN102704949A CN2012101956719A CN201210195671A CN102704949A CN 102704949 A CN102704949 A CN 102704949A CN 2012101956719 A CN2012101956719 A CN 2012101956719A CN 201210195671 A CN201210195671 A CN 201210195671A CN 102704949 A CN102704949 A CN 102704949A
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Abstract
The invention discloses a formwork trolley for no-pull rod side wall construction in an underground tunnel, wherein the formwork trolley comprises a plurality of formwork trolley units that are parallel and are connected through fastening pieces. The invention also discloses a method that can be applied to the formwork trolley to carry out the no-pull rod side wall construction in the underground tunnel. The designed formwork trolley is formed by the formwork trolley units assembled freely according to the length of a side wall template; the formwork trolley can also be assembled and jointed by an upper bracket, a middle bracket and a lower bracket according to the height of a side wall in the height direction of the formwork trolley; a traction system that enables a formwork platform to travel in the side wall direction is arranged on the formwork trolley; a hydraulic system that can regulate the distance of far and near positions of the formwork trolley relatively to the side wall is also arranged on the formwork trolley; in addition, the side wall template can move conveniently and be positioned accurately along with the formwork trolley, so that side wall concrete can be poured successfully. The formwork trolley can be applied to the construction in circumstances that a large-scale rectangular frame concrete structure with a vertical space enclosing structure is arranged underground or a long large-scale open U-shaped slot concrete structure with the vertical space enclosing structure is arranged underground and so on.
Description
Technical field
The present invention relates to method for tunnel construction and apparatus technology.
Background technology
Underground Rectangular Concrete frame construction, was mainly used in generally adopting the construction of wooden form or fritter combined steel formwork in the minor workss such as station, mistake aquaporin at China's the seventies and eighties general development as a kind of form of structure of construction of underground tunnel at that time.Raising along with science and technology development and workmanship requirement; Get into after the nineties; The engineering of growing up of underground rectangle concrete frame structure little by little grows up in China, and construction technology also develops into employing combination bulk steel form or formwork jumbo organizing construction.
The tunnel, emphasis controlled engineering Foshan of the expensive wide railway that begin to build in January, 2009; By the design of middle iron the 4th surveying and designing institute, tunnel total length 3750m is designed to open trench tunnel; Wherein the import and export end is for opening wide U type groove concrete structure, and long is (1120m+840m) 1960m; The middle part secretly section of burying is a rectangle double-box type concrete frame structure, long 1790m.The segmented settlement joint that is provided with of underground rectangle double-box type concrete frame structure; Maximum standard knot segment length 60m, wide 29.810m; High 10.965m; Difficulty of construction is big, and especially its side wall adopts the wall body not have the pull bar form, and the project that is designed to of side wall formwork jumbo guarantees the key technology difficult problem of construction quality and progress.
Summary of the invention
The object of the present invention is to provide a kind of novel formwork jumbo, be particularly useful for the construction that construction of tunnel wall body does not have the pull bar side wall, have simple to operate, flexible, can freely assemble, advantage that cost is low.
Another object of the present invention is to adopt above-mentioned formwork jumbo, carry out the constructing operation that subterranean tunnel does not have the pull bar side wall, reach the target that reduces cost, shortens the construction period.
To achieve these goals, the present invention has adopted following technical scheme: a kind of subterranean tunnel does not have the construction of pull bar side wall and uses formwork jumbo, and it is connected to form through securing member by some parallel formwork jumbo unit arranged side by side, and said formwork jumbo unit comprises
-base, and
-some falseworks; Said falsework is assembled with upper bracket or one of them stack of medium-height trestle of being positioned on the lower carriage by the lower carriage that is fixed on the said base; Said lower carriage or medium-height trestle or upper bracket comprise by horizontal support bar, are fixed in the terminal vertical support bar of horizontal support bar, are connected in the assembled triangular truss of diagonal brace between horizontal support bar and the vertical support bar; Said vertical support bar is sequential to be connected on the same plumb line, and
-be installed on some walking castors of base, reach
-be installed on base and be used to regulate the height of said base and some adjusting bolts that horizontal location is used, and
-some hydraulic systems, the hydraulic cylinder of said hydraulic system is fixed in said base, and the piston club head of hydraulic system reaches towards the direction of side wall template
-be installed on the stone bolt that base is used for being fixed in the formwork jumbo unit construction site, reach
-counterweight,
Institute's formwork jumbo also comprises the plurality of side wall form, and said side wall template is spliced by large-area steel plate, and a plurality of falseworks are connected in the sidewall template through the bolt that is arranged on the vertical support bar,
Said formwork jumbo comprises also and is used to draw the hoist engine that Schaltisch is vertically walked along the tunnel that said hoist engine removably is fixed on the said base.
Said side wall template is provided with stiffening rib in the one side towards formwork jumbo.
Said every formwork jumbo unit is provided with 6 and regulates bolts, so that the adjusting of height is carried out in each site from about the front and back.
As a kind of embodiment wherein, said falsework is fixedly connected sequentially by upper bracket, medium-height trestle and lower carriage from top to bottom and forms, and said upper bracket has been built operation platform.
As another kind of embodiment wherein, said falsework is formed by fixedly connecting upper bracket and lower carriage from top to bottom, and said upper bracket has been built operation platform.
As another kind of embodiment wherein, said falsework is formed by fixedly connecting medium-height trestle and lower carriage from top to bottom, and said medium-height trestle has been built operation platform.
A kind ofly use foregoing formwork jumbo and carry out the method that subterranean tunnel does not have pull bar side wall construction, it is characterized in that may further comprise the steps:
(1) builds the construct angle of rib of side wall bottom of subterranean tunnel base plate and waiting;
(2) side wall waterproof facility and reinforcing bar are installed;
(3) rigging chassis: base is connected with falsework; The sidewall template that forms with bulk steel form spelling is fixed on the falsework; Many formwork jumbo unit are fixedly connected into a cover Schaltisch car, install adjustment bolt, walking castor, hydraulic system, hoist engine, placement counterweight through securing member;
(4) formwork jumbo is tentatively in place: make the walking castor be adjusted to the direction parallel with side wall, and locking, unlatching hoist engine traction formwork jumbo runs to along the side wall direction waits to construct side wall the place ahead;
(5) formwork jumbo is accurately located:
The oil cylinder piston club head be arranged at the anchor bolt of building in the angle of rib and be connected, start oil pump pulling chassis, on the angle of rib that template is abutted against built, keep the stress of oil cylinder;
Use jack that formwork jumbo jack-up is unsettled to the castor of walking in the bottom of base; Regulate bolt to all and adjust to the height that contacts with the subterranean tunnel base plate; The inspection base is in level basically, then the jack unloading is removed, and continues adjustment and regulates bolt; Template face up to the side wall template is vertical, tightens the secured adjusted bolt;
Inspection template lower end and the closely connected situation of having built the angle of rib, in case of necessity with the stifled slurry of sponge stuff up a crack sealing, stone bolt with default in the reinforcing bar of building the angle of rib and fix, unload hydraulic jack;
Plug template and operation platform are installed;
(6) the side wall built-in fitting is provided with;
(7) side wall concreting;
(8) treat to carry out after concrete strength reaches 100% formwork jumbo demoulding finishing;
(9) the side wall concrete adopts the method maintenance of preserving moisture, and concrete pouring is treated to begin the maintenance of sprinkling water after the concrete final set after accomplishing, and to side wall end face and steel form watering maintenance, keeps moistening; After the form removable, in time cover with permeable geotextiles, and the maintenance 20 ~ 35 days of sprinkling water.
Specifically, the said angle of rib of waiting to construct the side wall bottom is upwards 45 direction.
The present invention designs novel formwork jumbo and can freely be assembled by a plurality of formwork jumbos unit according to the length of side wall template; The height of formwork jumbo also can be according to the height of side wall by upper, middle and lower support winding; Formwork jumbo is provided with and makes the trailer system of Schaltisch along the walking of side wall direction; Also be provided with and make the relative side wall of formwork jumbo make the hydraulic system of far and near position apart from adjustment; The sidewall template follow formwork jumbo can move easily with accurately the location, thereby the side wall concrete is successfully built.
The present invention is applicable to underground large-scale rectangular framework-concrete structure that vertical space enclosing structure is set, and is applicable to that also the underground type of growing up that vertical space enclosing structure is set opens wide U type groove concrete structure; Owing to need utilize the base plate of structure that the rigidity walking road of wheel is provided, therefore must satisfy the sequential organization construction of first base plate back side wall.
Description of drawings
Fig. 1 is wherein a kind of compound mode of falsework.
Fig. 2 is second kind of compound mode of falsework.
Fig. 3 is the third compound mode of falsework.
Fig. 4 is formwork jumbo be positioned to wait the to construct structural representation of side wall position.
Fig. 5 uses the formwork jumbo structural representation by the construction that many formwork jumbo unit are assembled into.
The specific embodiment
Carry out the construction that subterranean tunnel does not have the pull bar side wall according to the following steps:
Step 1: build the subterranean tunnel base plate and wait to construct the angle of rib (angle of rib 8 as shown in Figure 4) of side wall bottom.
Underplate concrete intensity reaches at 80% o'clock, on one side maintenance, begin place cleaning on one side, reserve the place that can satisfy member, equipment and the assembly unit of stacking formwork jumbo, prepare hanging device simultaneously.
Step 2: side wall waterproof facility and reinforcing bar are installed.
Step 3: rigging chassis
Because side wall is constructed by every 20m segmentation (merogenesis length according to avoid and reduce owing to creep and shrink the principle that causes concrete structure cracking and consider) as far as possible; So every cover side wall template length is also pressed the 20m design; Every cover side wall template is fixed on the formwork jumbo that assembles; Every shut die pallet car is then connected to form by some formwork jumbo unit, and is as shown in Figure 5, in this example is 7.Each formwork jumbo unit is made up of base, some falseworks, walking castor, adjusting bolt, lower margin double-screw bolt, hydraulic system etc.
Base can be fixed on the same base by a plurality of falseworks as the weight of formwork jumbo unit and the fixing bearing object of parts jointly, also can each falsework independent stationary on a base.
Each formwork jumbo unit can comprise the falsework that several laterally arrange, and is as shown in Figure 5, and every formwork jumbo unit comprises 4 falseworks, or comprises 3 like rightmost formwork jumbo unit.According to the arrangement form of space enclosing structure, receive the influence of longitudinal gradient and support at the bottom of the tunnel, the height of each section of tunnel is inconsistent, and support system is also different, has by highly being provided with respectively: one stull, twice stull, three road stulls amount to three kinds of form of fractures.Therefore, formwork jumbo design should be satisfied the requirement for height of different section, considers the problem of construction cost again, when therefore constructing, divides three kinds of situation to assemble according to the needs of section.Therefore, have three kinds of falsework assembling forms, shown in Fig. 1 ~ 3.
In the assembling mode as shown in Figure 1, falsework is superposeed successively by lower carriage 1, medium-height trestle 2, upper bracket 3 and assembles.Operation platform 4 is installed on the upper bracket 3.Each layer support includes horizontal support bar, is fixed in the terminal vertical support bar of horizontal support bar, is connected in the diagonal brace between horizontal support bar and the vertical support bar, and horizontal support bar, vertical support bar and diagonal brace are assemblied to form the triangular truss structure.The vertical support bar of upper, middle and lower support is stacked and placed on the same plumb line, and is fixedly connected.Vertical strut is provided with and is used for the set bolt that is fastenedly connected with the side wall template.
Base plate is the C40 high performance concrete, can satisfy the strength and stiffness requirement in walking road, can make full use of the advantage of having built base plate and design running gear.At base walking castor 6 is installed.Each formwork jumbo can be provided with 4 ~ 6 walking castors according to the requirement of stressed and balance.The walking castor is universal walking freely castor, can 360 ° of rotations walk about.
Every formwork jumbo unit is provided with some adjusting bolts, regulates bolt and is installed on the base.The working load of formwork jumbo bears by pre-buried anchor bolt and adjusting bolt and bears.Before strong condition of building base plate is considered to analyze during design, and pre-buried anchor bolt bears working load with utilizing the base plate face is more smooth, rigidity is high characteristics to be provided with to regulate bolt on the base plate angle of rib.
Every formwork jumbo unit is provided with hydraulic system; Mainly be that accurately location and the demoulding provide power for formwork jumbo; Consider during design that can utilize the anchor bolt that is embedded on the angle of rib is stressed anchor point, therefore is designed to semi-automatic, simple separate type hydraulic system.Oil cylinder is designed to two ends and all is with connector; Through the every cover Schaltisch of stressed analysis car configuration 3 cover hydraulic systems, oil pump is fixed on the base, and the piston club head of oil cylinder is connected with the corresponding anchor bolt that is embedded in the angle of rib; The cylinder body of oil cylinder then is connected with base, by oil pump hydraulic power is provided.
The side wall form surfacing adopts the bulk steel form to be spliced.Bearing height, template length, sweep according to space enclosing structure are confirmed the steel form size, design by following four kinds of situation: 1., calibrated bolck: 300 * 300cm, and 300 * 200cm, 300 * 116.5cm; 2., non-standard: 200 * 300cm, 200 * 200cm, 200 * 116.5cm; 3., curve outside regulating block: 317 * 300cm, 317 * 200cm, 317 * 116.5cm; 4., inboard regulating block: the 283 * 300cm of curve, 283 * 200cm, 283 * 116.5cm.Form surfacing adopts the thick 5mm steel plate of A3 steel, and template is provided with transverse stiffener, limit rib and vertical stiffening rib towards the one side of falsework.
Because the formwork jumbo overall weight is lighter, during the tractive force design, consider according to the convenient principle that is suitable for, through site inspection and force analysis, adopt a 3t hoist engine and assembly pulley that power is provided.Hoist engine is placed on the base of formwork jumbo direction of advance originating terminal, is used to bear wire cable anchor fixed end employing φ 25 reinforcement fabrications of tractive force and be embedded in base plate.
As shown in Figure 5, the rigging trolley unit at first is connected base plate with falsework, and the sidewall template 5 that is formed by bulk steel form 5.1,5.2,5.3 spellings is fixed on the falsework.Many formwork jumbo unit are fixedly connected to form a cover Schaltisch car through securing member; Install adjustment bolt, stone bolt, walking castor, hydraulic system, hoist engine etc. on base; And placement counterweight; The center of gravity that guarantees template is guaranteed the template safety and stability on the vertical center line of the whole base of formwork jumbo.
Step 4: formwork jumbo is tentatively in place.
1, be installed in the wire rope of hoist engine on the assembly pulley, traction is to linking to each other with the pre-buried connecting reinforcement in base plate in the place ahead.
2, selecting the four wheels of the extreme direction that advances at walking position is directive wheel, pins with latch after ajusting direction, and the foreign material on trade are walked in cleaning.
3, open hoist engine traction formwork jumbo along walking route to assigned address.Straight line location can one-time-reach-place, and the curve location need utilize directive wheel to adjust that direction can be in place several times.
Step 5: formwork jumbo is accurately located.
The oil cylinder piston bar be arranged at the anchor bolt of building in the angle of rib and be connected, start oil pump pulling chassis, on the angle of rib that template is abutted against built, keep the stress of oil cylinder;
Use jack 10 that formwork jumbo jack-up is unsettled to the castor 6 of walking in the bottom of base; Regulate bolt 7 to all and adjust to the height that contacts with the subterranean tunnel base plate; The inspection base is in level basically, then jack 10 unloadings is removed, and continues adjustment and regulates bolt 7; The silk mouth of nut up-down adjustment bolt is proofreaied and correct, and has guaranteed the level and the verticality of template; Simultaneously, be raised to certain altitude regulating bolt, wheel is separated with the aisle, the realization universal wheel is not participated in stressed when the construction concrete, has guaranteed the safety of running gear.
Template face up to the side wall template is vertical, tightens the secured adjusted bolt;
Inspection template lower end and the closely connected situation of having built the angle of rib, in case of necessity with the stifled slurry of sponge stuff up a crack sealing, stone bolt with default in the reinforcing bar of building the angle of rib and fix, unload hydraulic jack;
The plug template is installed and is used for the operation platform of concreting; The plug template refers to the end-blocking template that needs fluid concrete wall body two ends.
Step 6: the side wall built-in fitting is provided with.
The side wall built-in fitting mainly contains pre-buried tapered cup nut, the bolt of earth terminal and next step construction top board, and template back in place is provided with tapered cup nut, the bolt of earth terminal and pre-buried roof plate template seam by drawing.
Step 7: side wall concreting.
Side wall adopts the automotive pump pumping of concrete to go into mould, and uses tumbling barrel to cooperate (satisfy the influx height requirement, avoid concrete pollution reinforcing bar and template in the process of building simultaneously); During concreting; Reserve the tumbling barrel position,, 5 perfusion points concreting simultaneously is set because merogenesis length is 20m.
For guaranteeing the lateral pressure equilibrium of wall form, build according to the principle of segmentation, layering, symmetry during concreting, progress keeps basically identical, and every layer is built thickness is 50cm.
Adopt the insertion vibrator to make firm by ramming, the vibrator moving interval is no more than 1.5 times of vibrator operating radius; With the distance of template maintenance 50 ~ 100mm, insert lower-layer concrete 50 ~ 100mm; Vibration limit, vibration finishing back, everywhere proposes vibrating head slowly; Avoid vibrating head collision template, reinforcing bar and other built-in fittings.
Step 8: treat to carry out after concrete strength reaches 100% formwork jumbo demoulding finishing.
Could the demoulding after concrete strength reaches 100%.
1, removes being connected of anchor bolt and formwork jumbo.
2, the moving direction (laterally) of adjustment wheel pins with latch, cleans out the foreign material under the wheel.
Chassis is stablized in the lower end of 3, withstanding base with jack, and adjustment is regulated bolt and when wheel lands, is suspended on ground.
4, jack slowly unloading slowly, it is stressed that wheel is landed, and removes jack then.
5, connect oil cylinder again, adjustment turnover oil pipe direction starts oil pump, makes formwork jumbo break away from anchor bolt, and reserves the space of satisfying maintenance.During the out-of-flatness of base plate face, can assist in hand cucurbit jack and help to move back mould.
Step 9: the side wall concrete adopts the method maintenance of preserving moisture, and concrete pouring is treated to begin the maintenance of sprinkling water after the concrete final set after accomplishing, and to side wall end face and steel form watering maintenance, keeps moistening; After the form removable, in time cover with permeable geotextiles, and the maintenance 28 days of sprinkling water.
Adopt the contrast of plain type formwork jumbo and rail mounted formwork jumbo, crawler type formwork jumbo benefit as shown in table 1 below:
Table 1
It is thus clear that, adopt formwork jumbo of the present invention to improve the efficient of template operation, directly walking is mobile on base plate has reduced safe risk, has shortened the construction period, and the quality of sidewall structure is guaranteed, and has tangible economy and society benefit.
Engineering example
Tunnel, Foshan secretly section of burying rectangular configuration section agent structure is the two box-shaped concrete structures of rectangle, total length 1790m; Rectangular configuration is by longitudinal strain seam merogenesis, and sections length is the 50m except that the 22nd joint AM22, and other sections is 60m, amounts to 30 joints.
Consider the requirement of the big volume cracking resistance of structure concrete anticracking; By vertical every 20m one hoop constuction joint is set during each structural sections construction and divides construction section; Same structural sections is established bipassage ring and is divided three construction section constructions to constuction joint, and each construction section agent structure is vertically pressed base plate, side wall (mid-board) and the construction of top board three parts.
Receive the influence of longitudinal gradient and support at the bottom of the tunnel, the height of each section of tunnel is inconsistent, and support system is also different, and side wall adopts three kinds of form of fractures to carry out gang form in the construction, has solved this difficult problem effectively.Because the unmatchful pull bar of side wall, adopt foot bolt fastening side wall template, realized that control template because of lateral displacement produces the problem of faulting of slab ends, has guaranteed the stable of template effectively, during the problem of any race mould does not take place.
Secretly first section left side of the section of burying side wall is in beginning on March 30th, 2011 installation side wall form, and April 5 was built the completion concrete on April 6 through checking and accepting.By on November 3rd, 2011, built side wall 620m (21 sections), guaranteed construction quality, obtained satisfied effect.The application of in tunnel, Foshan, succeeding of plain type formwork jumbo has guaranteed the construction quality of tunnel agent structure, has accelerated programming, has reduced project cost simultaneously, has realized high economic and social benefit; This worker method has realized efficient, high-quality, the safe construction of underground rectangle double-box type concrete frame structure side wall, and the security incident rate is zero, and in work progress, progress, quality and secure context are all well received.
Claims (8)
1. a subterranean tunnel does not have the construction of pull bar side wall and uses formwork jumbo, and it is characterized in that: connected to form through securing member by some parallel formwork jumbo unit arranged side by side, said formwork jumbo unit comprises
-base, and
-some falseworks; Said falsework is assembled with upper bracket or one of them stack of medium-height trestle of being positioned on the lower carriage by the lower carriage that is fixed on the said base; Said lower carriage or medium-height trestle or upper bracket comprise by horizontal support bar, are fixed in the terminal vertical support bar of horizontal support bar, are connected in the assembled trussed construction of diagonal brace between horizontal support bar and the vertical support bar; Said vertical support bar joins end to end and is connected on the same plumb line, and
-be installed on some walking castors of base, reach
-be installed on base and be used to regulate the height of said base and some adjusting bolts of horizontal location, and
-some hydraulic systems, the hydraulic cylinder of said hydraulic system is fixed in said base, and the piston club head of hydraulic system reaches towards the direction of side wall template
-be installed on the stone bolt that base is used for being fixed in the formwork jumbo unit construction site, reach
-counterweight,
Said formwork jumbo also comprises the plurality of side wall form, and said side wall template is spliced by large-area steel plate, and a plurality of falseworks are connected in the sidewall template through the bolt that is arranged on the vertical support bar,
Said formwork jumbo comprises also and is used to draw the hoist engine that formwork jumbo is walked along the constructing tunnel direction that said hoist engine is fixed on the said base.
2. formwork jumbo according to claim 1 is characterized in that: said side wall template is provided with stiffening rib in the one side towards formwork jumbo.
3. formwork jumbo according to claim 1 is characterized in that: said every formwork jumbo unit is provided with 6 and regulates bolt.
4. formwork jumbo according to claim 1 is characterized in that: said falsework is fixedly connected sequentially by upper bracket, medium-height trestle and lower carriage from top to bottom and forms, and said upper bracket has been built operation platform.
5. formwork jumbo according to claim 1 is characterized in that: said falsework is formed by fixedly connecting upper bracket and lower carriage from top to bottom, and said upper bracket has been built operation platform.
6. formwork jumbo according to claim 1 is characterized in that: said falsework is formed by fixedly connecting medium-height trestle and lower carriage from top to bottom, and said medium-height trestle has been built operation platform.
7. application such as the described formwork jumbo of claim 1 ~ 6 carry out the method that subterranean tunnel does not have the construction of pull bar side wall, it is characterized in that may further comprise the steps:
(1) builds the construct angle of rib of side wall bottom of subterranean tunnel base plate and waiting;
(2) side wall waterproof facility and reinforcing bar are installed;
(3) rigging chassis: base is connected with falsework; The sidewall template that forms with bulk steel form spelling is fixed on the falsework; Many formwork jumbo unit are fixedly connected into a cover Schaltisch car through securing member; Install adjustment bolt, walking castor, hydraulic system, hoist engine are placed counterweight;
(4) formwork jumbo is tentatively in place: make the walking castor be adjusted to the direction parallel with side wall, and locking, unlatching hoist engine traction formwork jumbo runs to along the side wall direction waits to construct side wall the place ahead;
(5) formwork jumbo is accurately located:
The oil cylinder piston club head is connected with pre-buried anchor bolt in the base plate angle of rib, starts oil pump pulling chassis, on the angle of rib concrete that template is abutted against built, keeps the stress of oil cylinder;
Use jack that formwork jumbo jack-up is unsettled to the castor of walking in the bottom of base; Regulate bolt to all and adjust to the height that contacts with tunnel floor; The inspection base is in level basically, then the jack unloading is removed, and continues adjustment and regulates bolt; Template face up to the side wall template is vertical, tightens the secured adjusted bolt;
Inspection template lower end with built the concrete closely connected situation of the angle of rib, in case of necessity with the stifled slurry of sponge stuff up a crack sealing, build stone bolt the concrete reinforcing bar of the angle of rib and fix with defaulting in, unload hydraulic jack;
Plug template and operation platform are installed;
(6) the side wall built-in fitting is provided with;
(7) side wall concreting;
(8) treat to carry out after concrete strength reaches 100% formwork jumbo demoulding finishing;
(9) the side wall concrete adopts the method maintenance of preserving moisture, and concrete pouring is treated to begin the maintenance of sprinkling water after the concrete final set after accomplishing, and to side wall end face and steel form watering maintenance, keeps moistening; After the form removable, in time cover with permeable geotextiles, and the maintenance 20 ~ 35 days of sprinkling water.
8. method according to claim 7 is characterized in that: said wait to construct be provided with the angle of rib of 45 between side wall bottom and the base plate.
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| CN109339825A (en) * | 2018-12-04 | 2019-02-15 | 中铁六局集团有限公司 | Tunnel sidewalls template construction support device and construction method |
| CN109386010A (en) * | 2018-12-04 | 2019-02-26 | 中铁六局集团有限公司 | Tunnel sidewalls support shuttering and tunnel variable section structure side wall jump section construction |
| CN109944609A (en) * | 2019-04-01 | 2019-06-28 | 中铁北京工程局集团有限公司 | It is a kind of irregularly to widen crowned section constructing tunnel device and construction method |
| CN111336876A (en) * | 2020-03-31 | 2020-06-26 | 山东科技大学 | Method for reducing damage of tunnel blasting shock waves and noise |
| CN111502270A (en) * | 2020-04-26 | 2020-08-07 | 湖南省第五工程有限公司 | A unilateral template braced system for side wall construction |
| CN111706077A (en) * | 2020-06-24 | 2020-09-25 | 中铁十六局集团北京轨道交通工程建设有限公司 | Assembled side wall template system |
| CN112049033A (en) * | 2020-07-27 | 2020-12-08 | 成龙建设集团有限公司 | Method for reinforcing municipal building highway door opening |
| CN113027118A (en) * | 2021-03-01 | 2021-06-25 | 中建二局第三建筑工程有限公司 | Can have enough to meet need and loose unilateral formwork steel support of piece together formula |
| CN114059585A (en) * | 2021-12-01 | 2022-02-18 | 中建八局深圳科创发展有限公司 | Construction method of unilateral aluminum mould of subway side wall tripod |
| CN115354687A (en) * | 2022-08-31 | 2022-11-18 | 中铁三局集团有限公司 | Liftable rail wheel shaping steel mould supporting system for large-section open cut tunnel |
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| CN103195448A (en) * | 2013-03-22 | 2013-07-10 | 中国水利水电第十四工程局有限公司 | Tunnel concrete longitudinal joint treatment method and equipment |
| CN103195448B (en) * | 2013-03-22 | 2015-08-26 | 中国水利水电第十四工程局有限公司 | A kind of tunnel concrete longitudinal joint treatment method and equipment |
| CN103557011B (en) * | 2013-11-14 | 2016-03-30 | 广州鑫桥建筑劳务有限公司 | A kind of side wall trolley |
| CN103557011A (en) * | 2013-11-14 | 2014-02-05 | 广州鑫桥建筑劳务有限公司 | Side wall trolley |
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| CN103967050B (en) * | 2014-01-29 | 2015-05-20 | 广州机施建设集团有限公司 | Construction system of subway station |
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| CN104493798A (en) * | 2014-12-27 | 2015-04-08 | 普克科技（苏州）股份有限公司 | Universal bottom plate for tool cabinet |
| CN104453951A (en) * | 2014-12-30 | 2015-03-25 | 中铁一局集团有限公司 | Combined lining formwork trolley for subway station |
| CN105781100A (en) * | 2016-04-28 | 2016-07-20 | 中国水利水电第八工程局有限公司 | Template component for sidewall of subway station |
| CN105781100B (en) * | 2016-04-28 | 2019-03-08 | 中国水利水电第八工程局有限公司 | Template component for subway station side wall |
| CN107013033A (en) * | 2017-04-26 | 2017-08-04 | 中铁十八局集团有限公司 | A kind of concrete side wall formwork for placing and its construction method |
| CN107091103A (en) * | 2017-06-05 | 2017-08-25 | 中铁建大桥工程局集团第四工程有限公司 | A kind of combined template trolley for constructing middle partition wall in tunnel |
| CN107448216A (en) * | 2017-09-25 | 2017-12-08 | 中铁十七局集团第工程有限公司 | A kind of tunnel trolley seaming die anti-crack device |
| CN107762142A (en) * | 2017-11-08 | 2018-03-06 | 中交二公局第三工程有限公司 | A kind of trackless hydraulic pressure automatically walk side wall steel die device and application method |
| CN108002288A (en) * | 2017-12-10 | 2018-05-08 | 建研地基基础工程有限责任公司 | A kind of horizontal directional drilling machine assembled hoistable platform for the construction of tunnel vertical duct curtain |
| CN108533290A (en) * | 2018-05-31 | 2018-09-14 | 中铁隧道局集团有限公司 | Silicon walks the light-duty lateral wall formwork jumbo of formula |
| CN108533290B (en) * | 2018-05-31 | 2022-11-22 | 中铁隧道局集团有限公司 | \36332mmlight single-side wall formwork trolley |
| CN109281320A (en) * | 2018-11-28 | 2019-01-29 | 中建隧道建设有限公司 | Gunite concrete synovial membrane constructing device and method for foundation pit side wall construction of leveling blanket |
| CN109281320B (en) * | 2018-11-28 | 2024-01-30 | 中建隧道建设有限公司 | Shotcrete sliding film construction device and method for foundation pit side wall leveling layer construction |
| CN109386010A (en) * | 2018-12-04 | 2019-02-26 | 中铁六局集团有限公司 | Tunnel sidewalls support shuttering and tunnel variable section structure side wall jump section construction |
| CN109339825A (en) * | 2018-12-04 | 2019-02-15 | 中铁六局集团有限公司 | Tunnel sidewalls template construction support device and construction method |
| CN109944609A (en) * | 2019-04-01 | 2019-06-28 | 中铁北京工程局集团有限公司 | It is a kind of irregularly to widen crowned section constructing tunnel device and construction method |
| CN111336876A (en) * | 2020-03-31 | 2020-06-26 | 山东科技大学 | Method for reducing damage of tunnel blasting shock waves and noise |
| CN111336876B (en) * | 2020-03-31 | 2023-09-01 | 山东科技大学 | Method for reducing damage of tunnel blasting shock wave and noise |
| CN111502270A (en) * | 2020-04-26 | 2020-08-07 | 湖南省第五工程有限公司 | A unilateral template braced system for side wall construction |
| CN111706077A (en) * | 2020-06-24 | 2020-09-25 | 中铁十六局集团北京轨道交通工程建设有限公司 | Assembled side wall template system |
| CN112049033A (en) * | 2020-07-27 | 2020-12-08 | 成龙建设集团有限公司 | Method for reinforcing municipal building highway door opening |
| CN113027118A (en) * | 2021-03-01 | 2021-06-25 | 中建二局第三建筑工程有限公司 | Can have enough to meet need and loose unilateral formwork steel support of piece together formula |
| CN114059585A (en) * | 2021-12-01 | 2022-02-18 | 中建八局深圳科创发展有限公司 | Construction method of unilateral aluminum mould of subway side wall tripod |
| CN115354687A (en) * | 2022-08-31 | 2022-11-18 | 中铁三局集团有限公司 | Liftable rail wheel shaping steel mould supporting system for large-section open cut tunnel |
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Application publication date: 20121003 |