CN211285613U - High steep slope slab corridor structure concrete placement slipform system - Google Patents

High steep slope slab corridor structure concrete placement slipform system Download PDF

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Publication number
CN211285613U
CN211285613U CN201922033599.XU CN201922033599U CN211285613U CN 211285613 U CN211285613 U CN 211285613U CN 201922033599 U CN201922033599 U CN 201922033599U CN 211285613 U CN211285613 U CN 211285613U
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China
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cover
gallery
die
template
concrete
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宗敦峰
向建
华正超
刘经彪
彭志海
李宗显
洪泽兵
王建国
黄国良
何军
胡建立
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Sinohydro Bureau 7 Co Ltd
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Sinohydro Bureau 7 Co Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Abstract

The utility model discloses a high steep side slope board corridor structure concrete placement slipform system. The system is used for pouring concrete with a gallery and a cover plate and consists of a gallery integral sliding form capable of synchronously sliding up, a core wall cover plate sliding form and a hydraulic control system; the gallery and the cover plate sliding form are provided with a die body, a traction system, a hydraulic control system and the like. The gallery sliding formwork drives the formwork body to slide up through the through jack, the side arch and the bottom plate are formed through one-step pouring, the cover plate sliding formwork balances the concrete floating force together with the formwork support through reverse wheel pressure, the formwork body and the gallery sliding formwork are driven to slide up synchronously through the hydraulic jack, and finally the pouring construction of the high slope plate gallery structure concrete is completed safely and efficiently. The utility model discloses the system can realize synchronous or respectively automatic climbing, respectively waters the body and pour the shaping once, has successfully solved board gallery structure concrete safe risk height, construction progress slowly, the quality is low, with high costs, needs large-scale hoisting equipment scheduling problem under the high slope construction condition of grade change steepness and no packway.

Description

High steep slope slab corridor structure concrete placement slipform system
Technical Field
The utility model belongs to the technical field of hydraulic and hydroelectric engineering construction equipment design, especially, belong to hydraulic and hydroelectric engineering concrete placement equipment design technical field, in particular to steep slope slab corridor structure concrete placement sliding formwork system of height.
Background
At present, in the pouring construction of high and steep slope concrete of a hydropower station, the common slip form or the mounting template is adopted for construction by a conventional method. The method adopts a common trackless sliding mode, a winch needs to be installed at the top of the side slope to provide sliding mode ascending power, the high and steep side slope winch is difficult to install, the buoyancy force is difficult to control, and the method is difficult to realize in site construction; and the installation of the conventional installation template has the disadvantages of large dismantling workload, large input of manpower and material resources, high labor intensity of personnel, low construction efficiency and serious influence on construction rhythm and safety.
Chinese application 201410756761.X discloses a counter-rail hydraulic climbing form for high and steep slope concrete pouring. It adopts template, running gear and track to carry out the slip form construction, wherein: the walking device consists of walking wheels, a main shaft, an auxiliary shaft, a reverse wheel, walking latch teeth, a hydraulic climbing oil cylinder and a walking bracket. This application is through relying on hydraulic system to pull the automatic rising of template on domatic, leans on reverse wheel pressure balanced concrete's bearing capacity, leans on purpose-made track to realize hydraulic cylinder's lift location, leans on the fixed of grabbing the tooth auto-lock realization creeping formwork, has avoided the not enough of bearing capacity of high steep slope concrete, the problem of the removal difficulty that rises.
For concrete combined pouring performed by combining gallery pouring and core wall cover plate pouring, at present, no gallery integral slip form and core wall cover plate slip form combined system capable of realizing matched construction operation exists.
Disclosure of Invention
The utility model discloses a not enough according to prior art discloses a steep slope board corridor structure concrete placement slipform system. An object of the utility model is to provide a slipform that board gallery structure concrete was pour simultaneously realizes the synchronous lift of board gallery structure concrete template, solves to rely on engineering side slope concrete safety risk height, low, the quality of construction efficiency low, with high costs, the large-scale hoisting equipment scheduling problem of needs in the work progress.
The utility model discloses a following technical scheme realizes:
high steep incline sloping plate corridor structure concrete placement slipform system, slipform system are used for having the concrete placement of corridor and apron, its characterized in that: the slip form system consists of a gallery integral slip form capable of synchronously sliding up, a core wall cover plate slip form and a hydraulic control system, wherein:
the gallery integral slip form comprises a die body, a walking device and a traction system; the die body comprises a gallery top arch template, a gallery side template and a gallery bottom template; the walking device comprises a needle beam and a moving mechanism thereof, the periphery of the cross section of the needle beam is connected with the template supports of the die body through adjustable telescopic supports, and the moving mechanism moves through a gallery foundation rock surface track system; the traction system is arranged at the front part of the needle beam and is of a hydraulic driving structure and is fixed with the front end of the gallery through a steel strand;
the core wall cover plate sliding mold comprises a cover mold template, a cover mold walking device and a cover mold driving system; the cover mould template is a plane sliding mould template and is supported by a cover mould bracket to pour a cover plate along a side slope; two parallel cover mold walking devices are arranged at two ends of the cover mold bracket and are driven in parallel by a cover mold driving system, and the front ends of the cover mold walking devices are fixed with the end of the side slope through chain blocks; the cover die driving system is of a hydraulic driving structure;
the hydraulic control system is used for synchronously controlling and driving each hydraulic driving structure.
Rail system includes the joint bar that inserts the basement rock face that the die body bottommost portion set up, and joint bar upper portion is provided with pre-buried track support, track support and joint bar welded connection, and track support upper portion is connected with the rail through connecting bolt.
The moving mechanism comprises a front roller and a front roller support which are arranged at the front end of the needle beam, and a rear roller support which are arranged at the rear end of the needle beam, the front roller is connected with the needle beam through the front roller support, the rear roller is connected with the needle beam through the rear roller support, and the rollers move on the steel rail to realize the movement of the integral slipform of the gallery under the driving action.
The needle beam is a steel frame beam with a rectangular cross section, the periphery of the outer side of the steel frame beam is connected with the gallery top arch template, the gallery side template and the gallery bottom template through adjustable supports, and the needle beam is longitudinally provided with a gallery operating platform, a gallery template platform, a gallery plastering platform and a gallery rear lifting platform from top to bottom.
The traction system comprises a jack support, a steel strand jack and a steel strand, wherein the steel strand jack is connected with the needle beam through the jack support, and the steel strand penetrates through the steel strand jack and is fixed with the front end of the gallery.
The cover die support is the steel structure roof beam of longeron structure, and the cover die template is fixed to be arranged in cover die support bottom surface, and the steel structure roof beam front end of longeron structure sets up the cover die and pours platform, rear end setting cover die platform of plastering.
The cover mold walking device comprises a cover mold track system and a cover mold moving system which are arranged on side slopes on two sides; the cover mold rail system comprises: the upper part of the cover mould dowel bar is welded with an embedded anchor rod, the upper part of the embedded anchor rod is provided with a climbing cone, the upper part of the climbing cone is provided with an anchor rod turnover joint, the upper part of the anchor rod turnover joint is provided with a cover mould track, and the lower part of a cover mould track laying line is provided with an embedded cover mould track support for supporting a track; the cover mold moving system includes: and a plurality of groups of cover die rolling wheels are arranged on beams at two ends of the cover die support, and the cover die rolling wheels move in the cover die track of the groove structure in a limiting manner.
Elastic plates for positioning the cover die templates and fixing the cover die templates and the end surfaces of the cover die templates through springs are arranged on the end surfaces of the two end cover die templates and below the cover die rolling wheels; the foremost ends of the multiple groups of cover die rolling wheels at the two ends are provided with cover die guide wheels.
The cover die driving system comprises an upper group of reversing boxes and a lower group of reversing boxes and a climbing hydraulic jack in driving connection between the reversing boxes, and each reversing box is provided with a buckle which is detachably fixed with a cover die track wing plate buckle; the front end of the upper reversing box is connected with the cover mould bracket in a pin joint driving mode, the rear end of the upper reversing box is connected with the climbing hydraulic jack, the lower reversing box is connected with the other end of the climbing hydraulic jack, and each reversing box is provided with a reversing handle for adjusting the moving direction of the one-way stopping mechanism and is in separable clamping connection with the stopping lug on the cover mould rail.
Hydraulic control system arranges in corridor operation platform, including hydraulic control platform and with the control hookup of each hydraulic drive structure.
The utility model discloses corridor and apron slipform in the plate corridor structure all lean on dowel steel and track support to fix the track. The gallery sliding formwork pulls the gallery integral sliding formwork to automatically climb upwards through a steel strand through a center-penetrating jack, a 5t hand chain block is combined with a track to balance the floating force of bottom plate concrete, and the gallery integral sliding formwork is fixed and adjusted by using a needle beam, a needle beam outer frame and an adjustable support, so that a gallery top arch, a side wall, a bottom plate and a drainage ditch are formed in a one-step pouring mode. The cover plate slip form pushes the die body to automatically climb on a side slope by a hydraulic jack, the reverse roller and the cover die support balance the concrete floating force, the stopping and falling prevention of the die body are completed by the upper reversing box, the lower reversing box, the one-way stopping mechanism and the stopping lug, and meanwhile, the 5T chain block assists in positioning and falling prevention of the slip form and plays a role of double insurance together with the reversing box. The whole structure upwards slides and rises synchronously through respective climbing devices in the concrete pouring process, and the purpose of pouring concrete with a plate gallery structure is achieved.
Compared with the prior art, the beneficial effects of the utility model are that:
the gallery sliding formwork can realize automatic upward climbing of the gallery integral sliding formwork by being pulled by a steel strand jack, a 5t hand-chain block combined rail balances the floating force of bottom plate concrete, and the gallery integral sliding formwork is fixed and adjusted by utilizing a needle beam, a needle beam outer frame and an adjustable support, so that the gallery top arch, a side wall, a bottom plate and a drainage ditch are formed in a one-step pouring mode.
The side slope cover plate sliding form can realize that a die body is pushed by a hydraulic jack to automatically climb on a side slope, the reverse roller and the cover die support are used for balancing the floating force of concrete, and the positioning and safe falling prevention of the side slope cover plate sliding form are realized by an upper reversing box, a lower reversing box, a one-way stop mechanism, a stop lug and a 5t chain block.
The utility model discloses successfully solved the slab gallery structure concrete safe risk height under the high slope construction condition of grade change steepness and no packway, the construction progress is slow, the quality is low, with high costs, need large-scale hoisting equipment scheduling problem, anti bearing capacity is not enough when having avoided high steep slope gallery and apron concreting, has improved the mechanization and the degree of automation of construction simultaneously.
Compared with the existing slip form, the gallery integral slip form does not need to be provided with hoisting equipment, only needs to be provided with a through jack anchoring point at a proper position of the top, automatically climbs upwards by virtue of the through jack, can simultaneously cast and form the gallery crown, the side wall, the bottom plate and the drainage ditch at one time, does not need to cast in stages, and greatly saves the construction period and the cost. The cover plate sliding mold is pushed by a hydraulic jack to automatically climb, resists the floating force of concrete by a rail and a template support together, and is positioned and safely prevented from falling by a reversing box and a chain block double-insurance. In addition, the gallery sliding mould and the cover plate sliding mould form a concrete sliding mould of a plate gallery structure to be integrally and synchronously lifted, the cover plate sliding mould is used as a cover mould of the structure, the gallery sliding mould is used as a bottom mould of the structure, and the gallery sliding mould and the cover plate sliding mould form a template system of the structure together.
Drawings
Fig. 1 is a schematic longitudinal section view of a sliding form with a plate corridor structure according to the present invention;
fig. 2 is a schematic cross-sectional view of a sliding form with a plate corridor structure according to the present invention;
fig. 3 is a schematic plan view of a cover slip form of the present invention;
fig. 4 is a partial schematic view of the sliding structure of the cover plate sliding form of the present invention;
fig. 5 is an enlarged schematic view of the cross section of the gallery sliding form of the present invention;
fig. 6 is a schematic view of the driving structure of the reversing box of the present invention.
Detailed Description
The present invention will be further described with reference to the following embodiments, which are intended to illustrate the principles of the present invention without limiting the present invention in any way, and the present invention is not beyond the scope of the present invention.
With reference to the attached drawings.
As shown in the figure, the utility model discloses plate corridor structure slipform system includes the whole slipform of corridor and heart wall apron slipform two parts, and during corridor and apron concrete placement, the board corridor structure slipform is slided and is risen in step.
The utility model discloses the whole slipform of corridor includes die body, traction system, hydraulic control system etc. and the die body is provided with the dowel steel 1 that inserts the basement rock face lowermost, and 1 upper portion of dowel steel is provided with pre-buried track support 2, track support and 1 welded connection of dowel steel, and 2 upper portions of track support are connected with P24 rail 4 through connecting bolt 3, are provided with running gear on the P24 rail 4, and running gear loads the whole slipform of corridor.
The walking device comprises a front roller 5, a front roller support 6, a rear roller 15, a rear roller support 16, a needle beam 10 and a needle beam outer frame 20, wherein the front roller 5 is connected with the needle beam 10 through the front roller support 6, the rear roller 15 is connected with the needle beam 10 through the rear roller support 16, the outer side of the needle beam 10 is fixed with a gallery top arch template 12, a gallery side template 13 and a gallery bottom template 14 through an adjustable support 11, and the needle beam 10 is provided with an upper gallery operating platform 21, a gallery template platform 19, a gallery plastering platform 18 and a gallery rear hanging platform 17 from top to bottom.
The traction system comprises a jack support 9, a steel strand jack 7 and a steel strand 8, wherein the steel strand jack 7 is connected with a needle beam 10 through the jack support 9, and the steel strand 8 penetrates through the steel strand jack 7.
The hydraulic control system mainly comprises a hydraulic control platform 22, and the hydraulic control platform 22 is arranged on the corridor operating platform 21.
The utility model discloses heart wall apron slipform mainly comprises cover mould template 109, cover mould support 110, cover mould platform 116 and cover mould platform angle adjusting rod 111 that plasters, cover mould track 106, pre-buried stock 102, stock turnover 105, switching-over box 107, hydraulic jack 117, cover mould hydraulic control station 112, outer benefit board 104, elastic plate 114, climb awl 103, cover mould gyro wheel 108, cover mould leading wheel 120, the wireless remote control unit in hydraulic pressure station, 5T chain block 121 and the platform springboard.
The bottom of the cover die dowel bar 101 structure is inserted into a foundation face, an embedded anchor rod 102 is arranged on the upper portion of the cover die dowel bar 101, a climbing cone 103 is arranged on the upper portion of the embedded anchor rod 102, an anchor rod turnover joint 105 is arranged on the upper portion of the climbing cone 103, a cover die track 106 is arranged on the upper portion of the anchor rod turnover joint 105, an embedded cover die track support 113 is arranged on the lower portion of the cover die track 106 and used for supporting a track, a cover die template 109 is arranged on the cover die track 106, and a cover die support 110 is arranged on the cover die template 109.
The core wall cover plate sliding form is provided with a reversing box 107 from bottom to top, a climbing hydraulic jack 117, a cover mold template 109, a cover mold support 110, a cover mold roller 108, a cover mold guide wheel 120, a 5t chain block 121 and a chain block pull ring 122, a cover mold pouring platform 119 and a cover mold plastering platform 116 are arranged on the mold body, a cover mold hydraulic control platform 112 and a plastering platform guardrail 118 are arranged on the cover mold plastering platform 116, the cover mold is connected with the cover mold support 110 through a plastering platform adjusting rod 111, an outer supplementing plate 104 is arranged on the outer side of the mold plate, and an elastic plate 114 and a spring 115 are arranged on the inner side of the mold plate.
As shown in fig. 1, 2 and 5, the gallery integral slip form comprises a die body, a traction system, a hydraulic control system and the like, wherein a dowel bar 1 inserted into a foundation rock surface is arranged at the lowest part of the die body, an embedded track support 2 is arranged at the upper part of the dowel bar 1 and mainly used for supporting an upper track 4, the track support 2 is welded with the dowel bar 1, the upper part of the track support 2 is connected with a P24 steel rail 4 through a connecting bolt 3, a traveling device is arranged on the P24 steel rail 4, and the traveling device loads the gallery integral slip form.
The walking device comprises a front roller 5, a front roller support 6, a rear roller 15, a rear roller support 16, a needle beam 10, a needle beam outer frame 20 and the like, wherein the front roller 5 is connected with the needle beam 10 through the front roller support 6, the rear roller 15 is connected with the needle beam 10 through the rear roller support 16, the outer side of the needle beam 10 is fixed with a gallery top arch template 12, a gallery side template 13 and a gallery bottom template 14 through an adjustable support 11, the needle beam 10 serves as a middle main beam and plays a supporting role of the whole system, and an upper operation platform 21, a template platform 19, a plastering platform 18 and a rear hanging platform 17 are arranged from top to bottom.
As shown in fig. 1, 2 and 5, the traction system comprises a jack support 9, a steel strand jack 7 and a steel strand 8, wherein the steel strand jack 7 is connected with a needle beam 10 through the jack support 9, and the steel strand 8 penetrates through the steel strand jack 7. The hydraulic control system mainly comprises a hydraulic control platform 22, the hydraulic control platform 22 is arranged on the upper operation platform 21, and the hydraulic control platform 22 is provided with a hydraulic station for controlling the climbing of the whole sliding mode.
As shown in fig. 1, 2, 3 and 4, the core wall cover plate sliding form mainly comprises a cover form 109, a cover form support 110, a cover form plastering platform 116, a cover form plastering platform angle adjusting rod 111, a cover form track 106, pre-embedded anchor rods 102, anchor rod turnover joints 105, a reversing box 107, a climbing hydraulic jack 117, a cover form hydraulic control station 112, an outer supplementary plate 104, an elastic plate 114, a climbing cone 103, cover form rollers 108, a cover form guide wheel 120, a hydraulic station wireless remote control device, a 5T chain block 121, a platform jump board and the like.
The most lower part of the structure is provided with a cover mould dowel bar 101 inserted into a foundation rock surface, the upper part of the cover mould dowel bar 101 is provided with an embedded anchor rod 102, the embedded anchor rod 102 is welded with the cover mould dowel bar 101, the upper part of the embedded anchor rod 102 is provided with a climbing cone 103, the upper part of the climbing cone 103 is provided with an anchor rod turnover joint 105, and the climbing cone 103 and the anchor rod turnover joint 105 can be repeatedly used. The upper portion of the anchor rod turnover joint 105 is provided with a cover mould rail 106, the lower portion of the cover mould rail 106 is provided with an embedded cover mould rail support 113 for supporting rails, a cover mould template 109 is arranged on the cover mould rail 106, a cover mould support 110 is arranged on the cover mould template 109, the cover mould support 110 and the cover mould rail 106 with a reverse pulley structure balance concrete floating force together, and the cover mould rollers 108 mainly play a role in supporting the template and reducing sliding and lifting resistance.
As shown in fig. 1, 3, 4 and 6, the cover die plate 109 is provided with a reversing box 107 from bottom to top, a climbing hydraulic jack 117 and the reversing box 107 are internally provided with a one-way stop mechanism, the template system can ascend or descend by reversing through a handle, and each reversing box 107 has an automatic anti-falling function.
As shown in fig. 6, the front end of the upper reversing box 107 is pinned with the cover mold bracket 110, the rear end is connected with the climbing hydraulic jack 117, and the buckle thereof is clamped on the upper wing plate of the cover mold rail 106, and the lower reversing box 107 is connected with the other end of the climbing hydraulic jack 117, and the buckle thereof is clamped on the upper wing plate of the cover mold rail 106. The direction of the unidirectional stopping mechanism 201 is adjusted by the reversing box 107 through the reversing handle 202, so that the unidirectional stopping mechanism is clamped with the stopping lug 203 on the track, the double functions of stopping and preventing falling are completed, meanwhile, the 5T chain block 121 above assists in positioning the sliding mould and preventing falling, and the bidirectional stopping mechanism and the reversing box play a double-insurance role together. The cover die plate 109, the cover die support 110 and the cover die roller 108 mainly play a role in supporting the die plate and reducing the sliding resistance.
The cover die guide wheel 120 is mainly used for ensuring that the die plate correctly walks along the track all the time; 5t, pulling the chain block 121 and the pull ring 122 of the chain block to play a role in safely preventing falling and positioning the sliding form height; in addition, a cover die pouring platform 119 and a cover die plastering platform 116 are arranged on the die body, a hydraulic control station 112 and a cover die plastering platform guardrail 118 are arranged on the cover die plastering platform 116 and are connected with a cover die support 110 through a plastering platform adjusting rod 111, an outer repairing plate 104 is arranged on the outer side of the die plate, and the outer repairing plate 104 is manually disassembled, assembled and recycled; the inner side of the track is provided with an elastic plate 114 and a spring 115, and the elastic plate 114 is always tightly attached to the inner edge of the track and slides upwards under the action of the spring 115.
The present invention will be described with reference to a specific construction. A certain hydropower station is a world highest gravel soil core wall rock-fill dam built in China, the maximum dam height is up to 315m, a temporary underpass with the width of 4.5m in a construction period is arranged on the dam shoulders of the left and the right banks except for the 2280m in the elevation, and no underpass exists in other elevations. The slope is high and steep and grade-changing, and compared with other engineering slopes, the slope ratio is bigger, and the maximum slope ratio is 1: 0.58(59.9 degrees), extremely high engineering safety risk, no material transportation channel, short construction period and high engineering quality requirement.
1. Preparation of noodle in storehouse
After the bedrock surface is qualified, measuring and paying off are carried out, control points are marked on obvious positions, and a steel bar binding position and a vertical mold side line need to be determined; meanwhile, sundries, soil and loose rock blocks on the surface of the bedrock need to be cleaned, geological data collection and arrangement are carried out, and four-side joint acceptance is carried out.
2. Installation of steel bar and embedded part
The reinforcing steel bars are processed and finished in a unified mode in the reinforcing steel bar factory according to design drawings and blanking lists by the reinforcing steel bar factory, the model and the serial number of the reinforcing steel bars are displayed and displayed, a 10t flat car is used for transporting the reinforcing steel bars to a construction site, machinery and manpower are used for transporting the reinforcing steel bars to a working face for manual installation, the reinforcing steel bars need to be installed according to the design drawings, and binding and welding need to meet the requirements of design and specification. The water stop and other embedded parts of the project are constructed strictly according to the requirements of design drawings, detailed technology is carried out before construction, the embedded parts are fixed at reliable positions and firmly reinforced after being installed, and the casting vibration is guaranteed not to deform.
3. Slip form mounting
And after all equipment and materials are conveyed to the foundation pit, field assembly is carried out, a 25t truck crane and a 130t crawler crane are used for matched installation and construction, and the slab gallery structure sliding formwork is mainly divided into a cover plate sliding formwork and a gallery integral sliding formwork.
(1) Cover plate slip form mounting
The core wall cover plate sliding form installation procedure is as follows:
part numbering, elastic assembly line → inserting rib → embedded anchor rod → mounting of creeping cone and anchor rod turnover → mounting rail → template assembling → template support mounting → template hoisting to mounting surface → elastic plate mounting → roller and guide wheel mounting → template mounting → reversing box mounting → hydraulic jack mounting → floating platform and adjusting rod mounting → concrete casting platform mounting → hydraulic control station and oil circuit mounting → circuit, wireless remote control device, water, communication, signal precision control and observation device mounting → chain block and pull ring mounting → other facilities mounting.
(2) Gallery slip form installation
The gallery sliding mode installation procedure is as follows:
the method comprises the steps of inserting ribs in a driving mode → installing a pre-buried track support → installing a P24 track → assembling a girder in a mold body → installing a front walking roller and a support → installing a rear hanging platform → installing a needle beam → installing platform brackets → installing transverse support rods → installing template platforms → reinforcing and assembling needle beam frames → assembling templates → locating mold bodies in place → installing a surface platform and an upper operating platform → installing steel strands → installing steel strand jacks → installing hydraulic control systems and oil circuit installing → adjusting the mold bodies → installing water and electricity matching facilities → debugging hydraulic electric systems → trying to climb a gallery template → checking and accepting the gallery sliding mold to enter a formal construction stage.
4. Pouring of concrete
The method comprises the following steps of finishing sliding formwork installation, carrying out concrete pouring construction after the warehouse number is collected, using each grouting open cut of a bank slope as a transportation channel for concrete, transporting the concrete to a tunnel portal platform by a tank car, using a phi 250PE pipe as a chute, setting a chute with proper height at the lower part as a concrete warehousing mode for concrete pouring construction, connecting the chute with a single section of length of 3m by using a flange plate, and setting a buffer hopper at every 12-15 m height to prevent aggregate separation.
The warehousing and pouring of the concrete must ensure that the concrete is layered, flat, symmetrical and uniform, the paving time period and the paving direction of the concrete are carried out alternately, the thickness of each layer of the warehousing concrete is kept at 30cm, and the concrete on the same layer is poured in the specified time as much as possible. The concrete is vibrated symmetrically by using a vibrator with a phi 50 flexible shaft inserted in a range of 5-6, and the vibration is strictly executed according to the concrete construction specification. The vibrating rod can not touch the bearing rod, the reinforcing steel bar, the embedded part and the template. When the formwork slides up, the concrete must be stopped vibrating so as to avoid the deformation and collapse of the demoulded concrete. In addition, when pouring construction, attention should be paid to:
(1) the concrete primary pouring and the template primary sliding lifting are strictly carried out according to the following steps of pouring concrete or mortar with 10cm high aggregate for the first time, then pouring three layers by 30cm layers, starting sliding lifting for a small cycle when the height reaches about 90cm, and checking whether the solidification condition of the demolded concrete meets the strength requirement or not; and (4) sliding and lifting for 20cm after the fourth layer is poured (the layer height is 20cm), pouring for the fifth layer (the layer height is 20cm), sliding and lifting for 20cm, and if no abnormal condition exists, performing normal pouring and sliding and lifting.
(2) The concrete adhered on the template is removed at any time, and the concrete on the chute is also removed completely, so that the phenomenon that the mold body load is increased or the sliding lift is influenced due to too much concrete accumulation is avoided.
(3) The hydraulic system machine tool and the rail are prevented from being polluted by concrete mortar, and the concrete mortar adhered to the rail is removed at any time, so that the phenomenon that the slippage is influenced due to too much accumulated concrete is avoided. .
5. Sliding lift for sliding form
5.1 core wall cover slip form sliding lift
(1) Initial slip stage of the form
After the installation and debugging are finished, concrete pouring can be carried out. Due to the technical requirements of slip-form construction, concrete pouring is performed continuously. Pouring a layer of concrete with the height positioned in the middle of the slip form template, and vibrating by adopting a phi 50 flexible shaft inserted vibrator. Under the condition that the strength of concrete reaches about 0.2Mpa (the demolding strength of the concrete is preferably controlled to be 0.2-0.4 Mpa), the sliding formwork is lifted by about 20cm, the pouring quality is checked, and the surface is leveled. And observing whether the newly poured concrete surface falls down by using an instrument, continuing pouring after each parameter meets the technical requirement, and entering a normal sliding-lifting stage.
(2) Normal glide phase
1) In the normal sliding process, the time interval of two lifting should not exceed 1 hour (generally about 0.5 hour), and each lifting is about 20 cm. And when the length of the steel bar is insufficient, the steel bar is continuously lengthened.
2) After the slip form rises for 2-3 m, a plastering platform frame is hung at the bottom of the slip form for plastering and maintaining, and a safety net is hung outside the plastering platform frame. The summer curing is generally carried out by watering, the curing is carried out once every half hour or so, and the curing is carried out uninterruptedly in hot days.
3) In the sliding process, the hydraulic jack is required to be fully charged with oil and discharged with oil. In the lifting process, if the oil pressure is increased to more than 1.2 times of the normal sliding lifting working pressure (100Mpa) and all jacks cannot be lifted, the lifting operation is stopped, the reason is immediately checked, and the treatment is carried out in time.
4) During normal heave, the operating platform should remain substantially horizontal. The relative elevation difference of the left end and the right end of the sliding mould is not more than 40 mm.
5) When the core cover plate pouring height rises to 1/2 at the design height, the pouring is suspended. At this time, the working states of various devices are checked, damaged parts are replaced or maintained, the deformation condition of the sliding formwork is observed, and pouring is continued after the pouring quality is checked to be qualified.
6) During the sliding process, deviation values such as the verticality, the inclination, the levelness and the structural section size of the structure are checked and recorded, and if the deviation exists, the deviation is corrected. .
7) In the sliding process, the structure of the operating platform, the working state of the track and the coagulation state of the concrete should be checked at any time, if abnormity is found, the reason should be analyzed in time, and effective treatment measures should be taken.
8) In the sliding process, mortar and the like adhered to the template should be cleaned in time, and hardened dry ash cannot fall into the template and be mixed into concrete.
9) Oil stains can not be generated in the sliding and lifting process, and the steel bars and concrete polluted by the oil should be cleaned in time.
(3) Complete slide-up phase of the formwork
And when the template slides to about 1m of the top elevation, the sliding mode enters a sliding-lifting finishing stage. At the moment, the sliding and lifting speed is slowed down, and accurate leveling and alignment work is carried out, so that the last layer of concrete can be uniformly turned, and the top elevation and the position are ensured to be correct.
5.2 gallery slipform is slided and is risen
Aiming at the gallery slip form, when concrete is poured for the first time, when the pouring time is close to the initial setting time of concrete, the die body is initially slid and firstly slides up by about 2-3 cm, so that the die body is prevented from being firmly stuck by the concrete. And after the die body is fully poured with concrete, the die body is normally lifted in a sliding mode. In normal pouring, the sliding of the die body is about 5cm each time, and the pouring speed must meet the requirement of the sliding speed of the die body.
For the load-bearing crown portion, the glide time is determined according to strength tests of the obtained concrete at different times. Since the initial demold time is not readily mastered, it must be determined on-site by sampling tests. The demolding strength is about 0.3-0.5 MPa, the average sliding speed of the general template is not more than 10cm/h, and the principle of 'more movement and less sliding' is followed: the weight of the product is not less than 2 times per 1 hour, and each time of the product is about 50 mm. The demolded concrete must achieve initial setting strength, preferably primary pulp plastering. And (3) continuously climbing the template for 12m to form a cycle, and stopping concrete warehousing when climbing to a locking frame on a middle beam of the die body to prepare for lifting the main beam in the die body.
The chute is put into the bin, and the putting sequence is approximately top arch first, waist part and final gallery bottom plate. The warehousing concrete should be spread uniformly, and the spreading height difference should be controlled within the range of +/-15 cm so as to ensure that the template does not deviate. And the vibration of the concrete and the binding of the reinforcing steel bars are carried out on the gallery slip form platform.
In the sliding-lifting process, a specially-assigned person with sliding-form construction experience observes and analyzes the concrete surface to determine proper sliding-lifting speed and sliding-lifting time. The 'sand and sand' sound can be heard in the sliding and lifting process, and the cast concrete has no phenomena of flowing and pulling crack; the surface of the concrete is moist and does not deform, the hand feels hard when pressed, and the finger print is too deep and stops sliding to avoid the phenomenon of flowing; if the hardness is too hard, the sliding speed is increased, and after the sliding, a trowel is used for smoothing and calendering the poor demoulding surface.
6. Removal of slip form
After one strip of concrete or all the concrete is poured, the slip form is dismantled, and the concrete steps are as follows:
(1) cover plate sliding form dismantling device
1) And (4) detaching auxiliary equipment on the cover plate sliding form, such as an electric appliance control box, an electric welding machine, lighting equipment and the like.
2) And (4) removing the concrete pouring platform and the plastering platform.
3) Excess reinforcing steel bars at the top of the core wall cover plate are cut off.
4) And (5) dismantling hydraulic equipment, oil ways, circuits and the like.
5) And hoisting the template by utilizing hoisting equipment, and removing the idler wheels and the guide wheels.
6) And removing the rest parts of the slip form template, and hoisting to the open position of the dam top.
7) The track is dismantled section by section.
8) And taking the creeping cone out of the concrete surface of the cover plate.
9) And (5) filling and plugging the creeping cone by using 107 glue mortar, taking out the reserved conical pit, and leveling.
(2) Gallery sliding formwork removal
And when the basic gallery sliding mould body slides to the top, dismantling the sliding mould. The specific construction process comprises the following steps: and (3) extending the track to 2-6 m above the top of the gallery, installing 1 winch of 10t at the top of the dam, and configuring a simple steel structure trolley which is responsible for transporting equipment and removing materials of the die body. And (4) removing the platform, the template and other parts from bottom to top, namely, the platform is lifted upwards layer by layer from the tail rear lifting platform. When the basic gallery sliding mould is disassembled to the total mass of less than 10t, the original lifting system equipment is disassembled and conveyed to the open position of the dam crest after the basic gallery sliding mould is locked by a 10t winch of the upper flat section. And finally, completely removing the rest die bodies and conveying the die bodies to the open position at the top of the dam.

Claims (10)

1. The utility model provides a high steep slope plank corridor structure concrete placement slipform system, slipform system are used for having the concrete placement of corridor and apron, its characterized in that: the slip form system consists of a gallery integral slip form capable of synchronously sliding up, a core wall cover plate slip form and a hydraulic control system, wherein:
the gallery integral slip form comprises a die body, a walking device and a traction system; the die body comprises a gallery top arch template, a gallery side template and a gallery bottom template; the walking device comprises a needle beam and a moving mechanism thereof, the periphery of the cross section of the needle beam is connected with the template supports of the die body through adjustable telescopic supports, and the moving mechanism moves through a gallery foundation rock surface track system; the traction system is arranged at the front part of the needle beam and is of a hydraulic driving structure and is fixed with the front end of the gallery through a steel strand;
the core wall cover plate sliding mold comprises a cover mold template, a cover mold walking device and a cover mold driving system; the cover mould template is a plane sliding mould template and is supported by a cover mould bracket to pour a cover plate along a side slope; two parallel cover mold walking devices are arranged at two ends of the cover mold bracket and are driven in parallel by a cover mold driving system, and the front ends of the cover mold walking devices are fixed with the end of the side slope through chain blocks; the cover die driving system is of a hydraulic driving structure;
the hydraulic control system is used for synchronously controlling and driving each hydraulic driving structure.
2. The high and steep slope plank porch structure concrete pouring slipform system of claim 1, characterized in that: the track system comprises a dowel steel which is arranged at the lowest part of the die body and is inserted into the bedrock surface, an embedded track support is arranged at the upper part of the dowel steel and is welded with the dowel steel, and the upper part of the track support is connected with a steel rail through a connecting bolt.
3. The high and steep slope plank porch structure concrete pouring slipform system of claim 2, characterized in that: the moving mechanism comprises a front roller and a front roller support which are arranged at the front end of the needle beam, and a rear roller support which are arranged at the rear end of the needle beam, the front roller is connected with the needle beam through the front roller support, the rear roller is connected with the needle beam through the rear roller support, and the rollers move on the steel rail to realize the movement of the integral slipform of the gallery under the driving action.
4. The high and steep slope plank porch structure concrete pouring slipform system of claim 2, characterized in that: the needle beam is a steel frame beam with a rectangular cross section, the periphery of the outer side of the steel frame beam is connected with the gallery top arch template, the gallery side template and the gallery bottom template through adjustable supports, and the needle beam is longitudinally provided with a gallery operating platform, a gallery template platform, a gallery plastering platform and a gallery rear lifting platform from top to bottom.
5. The high and steep slope plank porch structure concrete pouring slipform system of claim 2, characterized in that: the traction system comprises a jack support, a steel strand jack and a steel strand, wherein the steel strand jack is connected with the needle beam through the jack support, and the steel strand penetrates through the steel strand jack and is fixed with the front end of the gallery.
6. The high and steep slope plank porch structure concrete pouring slipform system of claim 1, characterized in that: the cover die support is a steel structure beam of a truss structure, the cover die template is fixedly arranged on the bottom surface of the cover die support, the front end of the steel structure beam of the truss structure is provided with a cover die pouring platform, and the rear end of the steel structure beam of the truss structure is provided with a cover die plastering platform.
7. The high and steep slope sheet porch structure concrete pouring slipform system of claim 6, characterized in that: the cover mold walking device comprises a cover mold track system and a cover mold moving system which are arranged on side slopes on two sides; the cover mold rail system comprises: the upper part of the cover mould dowel bar is welded with an embedded anchor rod, the upper part of the embedded anchor rod is provided with a climbing cone, the upper part of the climbing cone is provided with an anchor rod turnover joint, the upper part of the anchor rod turnover joint is provided with a cover mould track, and the lower part of a cover mould track laying line is provided with an embedded cover mould track support for supporting a track; the cover mold moving system includes: and a plurality of groups of cover die rolling wheels are arranged on beams at two ends of the cover die support, and the cover die rolling wheels move in the cover die track of the groove structure in a limiting manner.
8. The high and steep slope sheet porch structure concrete pouring slipform system of claim 7, characterized in that: elastic plates for positioning the cover die templates and fixing the cover die templates and the end surfaces of the cover die templates through springs are arranged on the end surfaces of the two end cover die templates and below the cover die rolling wheels; the foremost ends of the multiple groups of cover die rolling wheels at the two ends are provided with cover die guide wheels.
9. The high and steep slope sheet porch structure concrete pouring slipform system of claim 7, characterized in that: the cover die driving system comprises an upper group of reversing boxes and a lower group of reversing boxes and a climbing hydraulic jack in driving connection between the reversing boxes, and each reversing box is provided with a buckle which is detachably fixed with a cover die track wing plate buckle; the front end of the upper reversing box is connected with the cover mould bracket in a pin joint driving mode, the rear end of the upper reversing box is connected with the climbing hydraulic jack, the lower reversing box is connected with the other end of the climbing hydraulic jack, and each reversing box is provided with a reversing handle for adjusting the moving direction of the one-way stopping mechanism and is in separable clamping connection with the stopping lug on the cover mould rail.
10. The high steep slope sheet porch structure concrete pouring slipform system according to any one of claims 1 to 9, characterized in that: the hydraulic control system is arranged on the corridor operating platform, comprises a hydraulic control console and is connected with the hydraulic driving structures in a control mode.
CN201922033599.XU 2019-11-21 2019-11-21 High steep slope slab corridor structure concrete placement slipform system Active CN211285613U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201922033599.XU CN211285613U (en) 2019-11-21 2019-11-21 High steep slope slab corridor structure concrete placement slipform system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201922033599.XU CN211285613U (en) 2019-11-21 2019-11-21 High steep slope slab corridor structure concrete placement slipform system

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Publication Number Publication Date
CN211285613U true CN211285613U (en) 2020-08-18

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Country Link
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