CN207701143U - The two complete tooling construction equipment of lining integration of one kind - Google Patents

Abstract

The utility model provides one kind the two complete tooling construction equipments of lining integration, enter mould by window including guarded drainage construction part, two lining sliding slots and pours part, vault band mould mortar depositing construction part and auxiliary movable part, the auxiliary movable part waits for that trimmed tunnel bottom surface central axes direction is arranged along parallel, and guarded drainage construction part is set gradually on the auxiliary movable part from the inside to the outside, two lining sliding slots enter mould by window and pour part and vault band mould mortar depositing construction part；The auxiliary movable part is set as including biserial slideway, movable block, column, crossbeam and retaining mechanism；The column is set as telescopic column.The utility model uses the equipment, equipment needed for each road working procedure during lining cutting can flexibly and easily be shifted, it is carried out so that the continuous high-efficient during tunnel-liner is effectively ensured, it simultaneously can be in splash guard process of deployment, auxiliary carries out the tiling of splash guard, to further increase splash guard laying quality and waterproof effect.

Description

The two complete tooling construction equipment of lining integration of one kind

Technical field

The utility model is related to tunnel double-lining technical field of construction, more particularly to the complete tooling construction of two lining integration of one kind Equipment.

Background technology

At home and abroad, tunnel double-lining construction method is many, mostly uses self-control inverted arch trestle, common lining trolley construction party greatly Method.Currently, along with Tunnel Engineering Standardization Construction, each construction link and quality requirement are gradually increased, final acceptance of construction pair Inspection of Tunnel Quality is stringenter, and work progress control ever more important is produced especially for some and important environmental resource protection The constructing tunnel construction of raw intersection.But there are the following problems in actual use for existing tunnel double-lining construction：

1, tunnel double-lining construction, which often uses, is segmented the construction that entire tunnel is completed in lining cutting, and each work in tunnel double-lining construction Equipment volume needed for sequence is larger, after a process is constructed, mostly assists transfer device by increase or carries out dismounting movement To latter construction section, to slow down construction speed.

2, in tunnel double-lining construction, when carrying out the laying of splash guard, usually only laying apparatus is leaned on to complete tunnel inner wall face Laying work, however laying apparatus is after long-term use, it is difficult to ensure its good laying quality, making it difficult to ensure waterproof Plate is bonded with the smooth of tunnel inner wall face, so that influencing waterproof effect.

Invention content

The main purpose of the utility model is that solving problems of the prior art, providing one kind can be to lining cutting Equipment flexibly and easily shifts needed for the roads Cheng Zhongge working procedure, is carried out so that the continuous high-efficient during tunnel-liner is effectively ensured, Simultaneously can in splash guard process of deployment, assist carry out splash guard tiling, to further increase splash guard laying quality and The two complete tooling construction equipments of lining integration of waterproof effect.

In order to solve the above technical problems, the technical solution adopted in the utility model is：The two complete tooling of lining integration of one kind Construction equipment enters wherein the complete tooling construction equipment of the two linings integration includes guarded drainage construction part, two lining sliding slots by window Mould pours part, vault band mould mortar depositing construction part and auxiliary movable part, the auxiliary movable part and waits for lining cutting tunnel along parallel Road bottom surface central axes direction is arranged, and sets gradually guarded drainage construction part, two lining cunnings on the auxiliary movable part from the inside to the outside Slot enters mould by window and pours part and vault band mould mortar depositing construction part；

The auxiliary movable part is set as including biserial slideway, movable block, column, crossbeam and retaining mechanism, described double Row slideway waits for that trimmed tunnel bottom surface central axes direction is arranged along parallel, and sliding setting movable block on the biserial slideway, the shifting The upper surface of motion block it is corresponding it is vertical fix two columns, the top horizontal fixed cross beam of two columns, the crossbeam upper edge its Axis direction is evenly arranged multigroup retaining mechanism；

The column is set as telescopic column.

Further, the retaining mechanism is set as including L-type mounting base, screw rod, guide rod and two gripping blocks, the L Type mounting base level is fixed on the top of crossbeam, and vertical on the bottom wall of the L-type mounting base and two support bases of corresponding setting, and two Longitudinally disposed screw rod and guide rod successively from the bottom to top between the support base and the wall of L-type mounting base, two gripping blocks It matches and is sheathed on screw rod and guide rod vertically.

Further, the telescopic column be set as include bottom sleeve, inserted link and locking pin rod, the bottom sleeve with The cross section of inserted link is disposed as being in square structure, and the upper surface of movable block, the bottom are fixed in the lower end of the bottom sleeve The inner cavity coaxial line of parts casing pipe plugs inserted link, and corresponding on one group of wall surface of the bottom sleeve opens up mounting hole, the installation Hole is multigroup along the central axes direction spaced set of the wall surface of bottom sleeve, the upper end fixed cross beam of the inserted link, and the inserted link Upper edge wherein axis direction equidistantly opens up several tapped through holes, and the tapped through hole is coaxially arranged with mounting hole, the lock Tight pin rod matches the inserted link in mounting hole and tapped through hole locking bottom sleeve.

Further, guarded drainage construction part is set as including geotextiles suspension device and splash guard laying apparatus, The geotextiles suspension device is set in turn in splash guard laying apparatus on auxiliary movable part from the inside to the outside, the splash guard It includes laying apparatus frame body that laying apparatus, which is set as, is laid with mechanism and auxiliary flattening mechanism, adjacent on the laying apparatus frame body Setting is laid with mechanism and auxiliary flattening mechanism, and the laying mechanism is disposed as including driving main body with auxiliary flattening mechanism.

Further, the driving main body is set as including two sliding blocks, driving gear, driven gear and drive motor, and two The sliding block is slidably matched respectively on the arc track for being set to laying apparatus frame body, wherein driving tooth is arranged in the bottom of a sliding block Wheel, the bottom of another sliding block are arranged driven gear, the driving gear and driven gear with the tooth type structures on arc track Phase external toothing, and connected by longitudinal shaft between the driving gear and driven gear, the input terminal of the driving gear is set It is set to the output end of connection drive motor, the drive motor is installed on the sliding block of setting driving gear.

Further, the auxiliary flattening mechanism is set as further including hairbrush roller and auxiliary rotary rod, the hairbrush roller Coaxial line is sheathed on auxiliary rotary rod, and the length of the hairbrush roller is set greater than the longitudinally wide of laying apparatus frame body, institute The both ends for stating auxiliary rotary rod are rotatably dispose in by bearing on sliding block respectively.

Further, guarded drainage construction part is set as further including inverted arch longitudinal direction construction joint waterstop laying apparatus, The inverted arch longitudinal direction construction joint waterstop laying apparatus be set as include inverted arch sidewall template, cord holder, waterstop clamp system, Clamping-groove support and adjustable positioning mechanism, the inverted arch sidewall template, which is longitudinally disposed at, waits for trimmed tunnel bottom surface and its interior sidewall surface Intersection, and it is corresponding on the inverted arch sidewall template be vertically arranged two cord holders, be longitudinally arranged sealing between two cord holders One end of band clamp system, the clamping-groove support connects adjustable positioning mechanism, and the clamping-groove support lateral arrangement, described to set up Position mechanism is fixed on the upper surface of inverted arch sidewall template.

Further, the waterstop clamp system is set as including clamping part, movable part and fastening bolt, and the card is set The lower end in portion, which matches, to be arranged in the card slot of clamping-groove support, and the upper end of the clamping part is hinged the upper of movable part by hinged shaft End, the fastening bolt, which matches, to be laterally arranged in clamping part and movable part.

The utility model has the advantages and positive effects of：

(1) it by assisting the setting of movable part, can assist facilitating in piecewise work progress, to guarded drainage construction portion Point, two lining sliding slots by window enter mould pour part and flexible transfer of the vault with equipment needed for mould mortar depositing construction part etc., with ensure The continuity of work progress, effectively improves construction efficiency.

(2) by the cooperation of biserial slideway, movable block, telescopic column, crossbeam and retaining mechanism, it can be achieved that each construction work The convenient transfer of capital equipment in sequence, and since column is telescopic column, so that auxiliary movable part adaptation is more Kind specification waits for that the transhipment demand of each equipment in trimmed tunnel aperture, adapting it to property are stronger.

(3) by rotating screw rod manually, gripping block is enabled to move linearly closer or far from L-type mounting base along guide rod Wall, to ensure that entering mould by window to guarded drainage construction part, two lining sliding slots pours part and vault band mould mortar depositing construction part The clamping of required equipment top beam in, to realize the reliable transfer of the equipment component.

(4) by bottom sleeve, inserted link and the fit structure for locking pin rod, it further reduced the auxiliary movable part Cost, and the height adjustment of telescopic column can be simplified, and the square structure of bottom sleeve and inserted link, then it effectively avoids adjusting The rotation of inserted link in the process improves height and adjusts efficiency.

(5) driving gear rotation, then cooperation of the driving gear in the tooth type structures of arc track are driven by drive motor Under, it can be with sliding block arcuately track movement, simultaneously because driving gear key is connected and fixed in longitudinal shaft, then it drives Longitudinal shaft rotation, and longitudinal shaft other end is keyed fixed driven gear and then rotates synchronously, to realize driving main body Laying and the finishing operations that splash guard is completed with splash guard reel or hairbrush roller, to improve the laying quality of splash guard, Ensure the good waterproofing effect of tunnel madial wall.

Description of the drawings

Fig. 1 is the structural schematic diagram that movable part is assisted in the utility model.

Fig. 2 is the partial enlargement structural representation of retaining mechanism part in Fig. 1.

Fig. 3 is the partial enlargement structural representation of Fig. 1 center pillar portions.

Fig. 4 is the structural schematic diagram of splash guard laying apparatus part in the utility model.

Fig. 5 is the structural schematic diagram that main part is driven in Fig. 4.

Fig. 6 is driving gear in Fig. 5, driven gear and the matched structural schematic diagram of arc track.

Fig. 7 is the structural schematic diagram for assisting flattening mechanism part.

Fig. 8 is the structural schematic diagram of inverted arch longitudinal direction construction joint waterstop laying apparatus part.

Fig. 9 is the block diagram of the integrated complete tooling construction equipment application process part work progress of two linings.

In figure：Guarded drainage construction part 10, laying apparatus frame body 101 are laid with mechanism 102, sliding block 1021, driving gear 1022, driven gear 1023, drive motor 1024, auxiliary rotary rod 1025, auxiliary flattening mechanism 103, inverted arch sidewall template 104, Cord holder 105, waterstop clamp system 106, clamping part 1061, movable part 1062, fastening bolt 1063, clamping-groove support 107 can Detent mechanism 108, two lining sliding slots is adjusted to enter mould by window and pour part 20, vault band mould mortar depositing construction part 30 assists movable part 40, biserial slideway 401, movable block 402, column 403, crossbeam 404, L-type mounting base 405, screw rod 406, guide rod 407, clamping Block 408, bottom sleeve 409, inserted link 410 lock pin rod 411.

Specific implementation mode

In order to be better understood from the utility model, with reference to specific embodiments and the drawings to the utility model into advance one The description of step.

As shown in figs. 1 to 9, the two complete tooling construction equipment of lining integration of one kind, wherein the two complete toolings of lining integration are applied Construction equipment includes that guarded drainage construction part 10, two serves as a contrast sliding slot and enters mould by window and pours part 20, vault band mould mortar depositing construction part 30 With auxiliary movable part 40, auxiliary movable part 40 waits for that trimmed tunnel bottom surface central axes direction is arranged along parallel, and the auxiliary is moved It guarded drainage construction part 10, two is set gradually on dynamic part 40 from the inside to the outside serves as a contrast sliding slot and enters mould by window and pour part 20 and vault band Mould mortar depositing construction part 30 can assist facilitating in piecewise work progress, to guarded drainage by assisting the setting of movable part 40 Construction part 10, two lining sliding slot enters mould by window and pours part 20 and vault with the flexible of equipment needed for mould mortar depositing construction part 30 etc. Transfer, to ensure the continuity of work progress, effectively improves construction efficiency.

As shown in Figure 1, auxiliary movable part 40 is set as including biserial slideway 401, movable block 402, column 403, crossbeam 404 and retaining mechanism, biserial slideway 401 waits for that trimmed tunnel bottom surface central axes direction is arranged along parallel, and on the biserial slideway 401 Sliding setting movable block 402, the upper surface of movable block 402 is corresponding to fix two columns 403, the top water of two columns 403 vertically Flat fixed cross beam 404, its axis direction of 404 upper edge of crossbeam are evenly arranged multigroup retaining mechanism, and retaining mechanism is for realizing crossbeam 404 serve as a contrast sliding slot with guarded drainage construction part 10, two enters mould pouring section 20 and vault with mould mortar depositing construction part 30 by window Connection, by the cooperation of biserial slideway 401, movable block 402, telescopic column, crossbeam 404 and retaining mechanism, it can be achieved that respectively applying The convenient transfer of capital equipment in work process, and since column 403 is telescopic column, so that the auxiliary movable part 40 adaptation plurality of specifications wait for that the transhipment demand of each equipment in trimmed tunnel aperture, adapting it to property are stronger.

Column 403 is set as telescopic column.

As shown in Fig. 2, retaining mechanism is set as including L-type mounting base 405, screw rod 406, guide rod 407 and two gripping blocks 408,405 level of L-type mounting base is fixed on the top of crossbeam 404, and vertical and corresponding on the bottom wall of the L-type mounting base 405 Two support bases are set, longitudinally disposed screw rod 406 and are led successively from the bottom to top between two support bases and the wall of L-type mounting base 405 To bar 407, two gripping blocks 408 match to be sheathed on screw rod 406 and guide rod 407 vertically, and two gripping blocks 408 are in inverted L shape Structure enables to gripping block 408 to pacify closer or far from L-type along the linear movement of guide rod 407 by rotating screw rod 406 manually The wall for filling seat 405, to ensure to enter guarded drainage construction part 10, two lining sliding slot by window, mould pours part 20 and vault band is molded into The clamping of required equipment top beam in slurry construction part 30 etc., to realize the reliable transfer of the equipment component.

As shown in figure 3, telescopic column is set as including bottom sleeve 409, inserted link 410 and locking pin rod 411, bottom sleeve 409 are disposed as being in square structure with the cross section of inserted link 410, and the upper table of movable block 402 is fixed in the lower end of bottom sleeve 409 The inner cavity coaxial line in face, bottom sleeve 409 plugs inserted link 410, and corresponding on one group of wall surface of the bottom sleeve 409 opens up peace Hole is filled, mounting hole is multigroup along the central axes direction spaced set of the wall surface of bottom sleeve 409, and cross is fixed in the upper end of inserted link 410 Beam 404, and 410 upper edge of the inserted link wherein axis direction equidistantly opens up several tapped through holes, tapped through hole is coaxial with mounting hole Line is arranged, and locking pin rod 411 matches the inserted link 410 in mounting hole and tapped through hole locking bottom sleeve, passes through bottom Casing 409, inserted link 410 and the fit structure for locking pin rod 411, further reduced the cost of the auxiliary movable part 40, and The height adjustment of the simplified telescopic column of energy, and the square structure of bottom sleeve 409 and inserted link 410, then effectively avoid adjusting The rotation of inserted link 410 in the process improves height and adjusts efficiency.

Guarded drainage construction part 10 is set as including geotextiles suspension device and splash guard laying apparatus, and geotextiles hang dress Set with splash guard laying apparatus and to be set in turn in from the inside to the outside on auxiliary movable part 40, splash guard laying apparatus be set as include Laying apparatus frame body 101 is laid with mechanism 102 and auxiliary flattening mechanism 103, and laydown machine is disposed adjacent on laying apparatus frame body 101 Structure 102 and auxiliary flattening mechanism 103 are laid with mechanism 102 and are disposed as including driving main body with auxiliary flattening mechanism 103.

As shown in figure 5, driving main body is set as including two sliding blocks 1021, driving gear 1022, driven gear 1023 and drive Dynamic motor 1024, two sliding blocks 1021 are slidably matched respectively on the arc track for being set to laying apparatus frame body 101, wherein a sliding block 1021 bottom is arranged driving gear 1022, and the bottom of another sliding block 1021 is arranged driven gear 1023, driving gear 1022 with Driven gear 1023 with the tooth type structures phase external toothing on arc track, and between driving gear 1022 and driven gear 1023 It is connected by longitudinal shaft, the input terminal of driving gear 1022 is set as the output end of connection drive motor 1024, drive motor 1024 are installed on the sliding block 1021 of setting driving gear 1022.

As shown in fig. 7, auxiliary flattening mechanism 103 is set as further including hairbrush roller and auxiliary rotary rod 1025, hairbrush roller Coaxial line is sheathed on auxiliary rotary rod 1025, and the length of the hairbrush roller is set greater than the longitudinal direction of laying apparatus frame body 101 The both ends of width, auxiliary rotary rod 1025 are rotatably dispose in by bearing on sliding block 1021 respectively, are driven by drive motor 1024 Driving gear 1022 rotates, then driving gear 1022, can be with sliding block 1021 under the cooperation of the tooth type structures of arc track Arcuately track moves, simultaneously because the key connection of driving gear 1022 is fixed in longitudinal shaft, then it drives longitudinal shaft rotation Turn, and longitudinal shaft other end is keyed fixed driven gear 1023 and then rotates synchronously, to realize driving main body with anti- Water coiled sheet cylinder or hairbrush roller complete laying and the finishing operations of splash guard, to improve the laying quality of splash guard, ensure tunnel The good waterproofing effect of road madial wall.

As shown in figure 8, guarded drainage construction part 10 is set as further including inverted arch longitudinal direction construction joint waterstop laying apparatus, face upward The longitudinal construction joint waterstop laying apparatus of arch is set as including inverted arch sidewall template 104, cord holder 105, waterstop clamp system 106, clamping-groove support 107 and adjustable positioning mechanism 108, inverted arch sidewall template 104, which is longitudinally disposed at, waits for trimmed tunnel bottom surface and its The intersection of interior sidewall surface, and it is corresponding on the inverted arch sidewall template 104 be vertically arranged two cord holders 105, two cord holders 105 it Between be longitudinally arranged waterstop clamp system 106, one end of clamping-groove support 107 connects adjustable positioning mechanism 108, and the clamping-groove support 107 lateral arrangements, adjustable positioning mechanism 108 are fixed on the upper surface of inverted arch sidewall template 104.

Waterstop clamp system 106 is set as including clamping part 1061, movable part 1062 and fastening bolt 1063, clamping part 1061 lower end, which matches, to be arranged in the card slot of clamping-groove support 107, and the upper end of the clamping part 1061 is hingedly lived by hinged shaft The upper end in dynamic portion 1062, fastening bolt 1063, which matches, to be laterally arranged in clamping part 1061 and movable part 1062.

Using the complete tooling construction equipment of two linings integration provided by the utility model, each road during lining cutting can be applied Equipment flexibly and easily shifts needed for work process, is carried out so that the continuous high-efficient during tunnel-liner is effectively ensured, while can be anti- In water plate process of deployment, auxiliary carries out the tiling of splash guard, to further increase splash guard laying quality and waterproof effect.It should The course of work of major part is in construction equipment：

The course of work of auxiliary movable part 40 is biserial slideway 401 to be laid on waiting for trimmed tunnel bottom surface, by movable block 402 slidings are arranged on biserial slideway 401, and the corresponding vertical columns 403 in surface on it, and crossbeam 404 is fixed on two On column 403, in the upper surface installation locking mechanism of crossbeam 404, column 403 is pushed to move integrally into working procedure to be installed The lower section of equipment adjusts the extension elongation of inserted link 410 so that the crossbeam of the equipment is exactly in L-type according to the height of the equipment When between mounting base 405 and gripping block 408, pin rod 411 will be locked and sequentially pass through mounting hole before and after bottom sleeve 409 on wall surface With the tapped through hole on inserted link 410, to lock the inserted link 410 in bottom sleeve 409, then manual rotation screw rod 406, gripping block 408 move along guide rod 407 towards close to the direction of 405 internal face of L-type mounting base, to ensure that the crossbeam of the equipment is clamped to Between the internal face and the internal face of gripping block 408 of L-type mounting base 405, completes auxiliary movable part 40 and set with working procedure Standby fixation, to facilitate movement of each equipment on biserial slideway 401, to meet the piecewise continuous construction need for waiting for trimmed tunnel It asks.

The course of work of splash guard laying apparatus is in guarded drainage construction part 10, by splash guard reel and hairbrush roller point It is not installed on auxiliary rotary rod 1025, when carrying out the laying of splash guard reel, starts the driving horse for being laid with 102 part of mechanism successively Drive motor 1024 up to 1024 and 103 part of auxiliary flattening mechanism works, so that drive motor 1024 drives driving gear 1022 rotations, then driving gear 1022, can be with the arcuately rail of sliding block 1021 under the cooperation of the tooth type structures of arc track Road moves, simultaneously because the key connection of driving gear 1022 is fixed in longitudinal shaft, then it drives longitudinal shaft rotation, and longitudinal The shaft other end is keyed fixed driven gear 1023 and then rotates synchronously, and is moved along arc track due to being laid with mechanism 102, Auxiliary rotary rod 1025 is movably installed on sliding block 1021 simultaneously, and the beginning of splash guard reel, which has been pasted to, waits for trimmed tunnel internal face On, then the splash guard on splash guard reel is released gradually covering tunnel inner wall face, and the auxiliary planisher that face follows closely behind Under the action of the hairbrush roller of structure 103, smooth processing is carried out, to ensure the laying quality of splash guard, is waited for further increasing The good waterproofing effect of trimmed tunnel wall surface.

The installation process of buried water stop is that will be buried in longitudinal direction in longitudinal direction in the construction joint waterstop laying apparatus of inverted arch longitudinal direction Formula waterstop is tightened in by cord holder 105 in the construction joint of inverted arch longitudinal direction, and it is vertical then so that waterstop clamp system 106 is located at To the both sides of middle buried water stop, adjust clamping-groove support 107 and adjustable positioning mechanism 108 is fastenedly connected position, then makes only Clamping part 1061 of the tight mechanism 106 of hose clip close to 107 side of clamping-groove support is stuck in the card slot of clamping-groove support 107, and is passed through Fastening bolt 1063 locks clamping part 1061, to improve in longitudinal direction buried water stop in the construction joint of inverted arch longitudinal direction Installation quality ensures the accurate positionin to it.

As shown in figure 9, a kind of application process of the complete tooling construction equipment of two linings integration, includes the following steps：

Step 1：It first carries out waiting for the light template placement layer by layer construction of the inverted arch of trimmed tunnel bottom；

Step 2：After the tunnel bottom surface concrete setting being laid in step 1, trimmed tunnel bottom surface axis is waited for along parallel Line direction installation auxiliary movable part 40；

Step 3：Guarded drainage construction part 10, two is served as a contrast into sliding slot and enters by window that mould pours part 20 and vault band is molded into slurry and applies Main device needed for the Ministry of worker point 30 is individually fixed on auxiliary movable part 40；

Step 4：The piecewise lining construction for wait for trimmed tunnel, by pushing guarded drainage construction part 10, two to serve as a contrast successively Sliding slot enters mould by window and pours part 20 and vault with the main device needed for mould mortar depositing construction part 30 to the first construction section and Two construction sections complete the piecewise continuous lining construction for waiting for trimmed tunnel, improve construction efficiency.

It is to wait for trimmed tunnel bottom surface central axes along parallel that the specific installation process of movable part 40 is assisted in above-mentioned steps two Direction is laid with biserial slideway 401, and multigroup movable block 402 is slidably mounted on biserial slideway 401, and in each group movable block 402 upper surface is corresponding respectively to fix two columns 403 vertically, and multigroup locking machine then will be evenly arranged along its axis direction 404 level of crossbeam of structure is fixed on the top of two columns 403.

Specific installation process of the guarded drainage construction part 10 on auxiliary movable part 40 is in above-mentioned steps three, will be geotechnological The top of cloth suspension device and splash guard laying apparatus is individually fixed in by retaining mechanism on one group of movable block 402, to carry out Wait for the guarded drainage construction in trimmed tunnel interior sidewall surface.

The Specific construction process of guarded drainage construction part 10 includes the following steps in above-mentioned steps four：

(1) inverted arch longitudinal direction construction joint waterstop laying apparatus is fixed on to the friendship for waiting for trimmed tunnel bottom surface and its interior sidewall surface At boundary；

(2) push geotextiles suspension device to the section so that geotextiles are close to wait for that trimmed tunnel interior sidewall surface is laid with paragraph by paragraph, Geotextiles and hot melt gasket are fixed during being somebody's turn to do and using nailing gun, while hot melt is realized by infrared laser positioning device auxiliary The fast accurate of gasket positions, to ensure laying quality；

(3) it completes in step (2) after the laying work of the first construction section geotextiles, is spread in inverted arch longitudinal direction construction joint waterstop If buried water stop in being installed in device, the construction quality of trimmed tunnel and anti-row are waited for by the positioning fixture promotion in the device Water effect；

(4) while the second construction section carries out above-mentioned steps (1)-(3), splash guard laying apparatus is pushed to first and is applied Workshop section carries out the laying work of splash guard, starts the driving main body for being laid with mechanism 102 and assisting flattening mechanism 103 successively, so that The splash guard reel in mechanism 102 must be laid under the drive of driving main body, trimmed tunnel madial wall is treated and carry out splash guard paving And if the hairbrush roller in auxiliary flattening mechanism 103, under the drive of driving main body, auxiliary carries out splash guard in band trimmed tunnel It is smooth on madial wall, and welded splash guard and hot melt gasket by supersonic welder；

(5) the splash guard laying apparatus in step (4) is pushed to move a splash guard breadth distance, repeat the above steps (4), And the overlapping part of adjacent splash guard is welded using welding machine is climbed；

(6) after the splash guard laying construction for completing the first construction section, splash guard laying apparatus is pushed to the second construction section Carry out above-mentioned steps (4) and (5), and the geotextiles suspension device of the second construction section part be moved to third construction section repetition it is above-mentioned Step (1)-(3), while moving two lining sliding slots successively and enter mould by window and pouring 30 institute of part 20 and vault band mould mortar depositing construction part The main device needed completes the piecewise continuous lining construction for waiting for trimmed tunnel, to carry to the first construction section and the second construction section High construction efficiency

The embodiments of the present invention are described in detail above, but the content is only the preferable of the utility model Embodiment should not be considered as limiting the scope of the present invention.It is all to become according to impartial made by the scope of the utility model Change and improve etc., it should all still belong within this patent covering scope.

Claims (8)

1. the two complete tooling construction equipment of lining integration of one kind, it is characterised in that：The complete tooling construction of two linings integration is set Standby includes that guarded drainage construction part, two lining sliding slots by window enter mould and pour part, vault band mould mortar depositing construction part and auxiliary to move Part, the auxiliary movable part along it is parallel wait for trimmed tunnel bottom surface central axes direction be arranged, and on the auxiliary movable part by It is interior to outer set gradually guarded drainage construction part, two lining sliding slots enter mould by window and pour part and vault band mould mortar depositing construction part；

The auxiliary movable part is set as including biserial slideway, movable block, column, crossbeam and retaining mechanism, and the biserial is slided Road waits for that trimmed tunnel bottom surface central axes direction is arranged along parallel, and sliding setting movable block on the biserial slideway, the movable block Upper surface corresponding fix two columns, the top horizontal fixed cross beam of two columns, described its axis of crossbeam upper edge vertically Direction is evenly arranged multigroup retaining mechanism；

The column is set as telescopic column.

2. the complete tooling construction equipment of two linings integration according to claim 1, it is characterised in that：The retaining mechanism is set It being set to including L-type mounting base, screw rod, guide rod and two gripping blocks, the L-type mounting base level is fixed on the top of crossbeam, and Vertical and two support bases of corresponding setting on the bottom wall of the L-type mounting base, between two support bases and the wall of L-type mounting base Longitudinally disposed screw rod and guide rod successively from the bottom to top, two gripping blocks match is sheathed on screw rod and guide rod vertically On.

3. the complete tooling construction equipment of two linings integration according to claim 1, it is characterised in that：The telescopic column is set It being set to including bottom sleeve, inserted link and locks pin rod, the cross section of the bottom sleeve and inserted link is disposed as being in square structure, The upper surface of movable block is fixed in the lower end of the bottom sleeve, and the inner cavity coaxial line of the bottom sleeve plugs inserted link, and should Corresponding on one group of wall surface of bottom sleeve to open up mounting hole, the mounting hole is along central axes direction of the wall surface of bottom sleeve etc. Multigroup, the upper end fixed cross beam of the inserted link is arranged in spacing, and the inserted link upper edge wherein axis direction equidistantly opens up several spiral shells Line through-hole, the tapped through hole are coaxially arranged with mounting hole, and the locking pin rod is matched across mounting hole and tapped through hole Lock the inserted link in bottom sleeve.

4. the complete tooling construction equipment of two linings integration according to claim 1, it is characterised in that：The guarded drainage construction Part is set as including geotextiles suspension device and splash guard laying apparatus, and the geotextiles suspension device is laid with splash guard and fills Set be set in turn in from the inside to the outside auxiliary movable part on, the splash guard laying apparatus be set as include laying apparatus frame body, It is laid with mechanism and auxiliary flattening mechanism, is disposed adjacent on the laying apparatus frame body and is laid with mechanism and auxiliary flattening mechanism, it is described Mechanism is laid with to be disposed as including driving main body with auxiliary flattening mechanism.

5. the complete tooling construction equipment of two linings integration according to claim 4, it is characterised in that：The driving main body is set It is set to including two sliding blocks, driving gear, driven gear and drive motor, two sliding blocks are slidably matched respectively is set to laying dress It sets on the arc track of frame body, wherein driving gear is arranged in the bottom of a sliding block, driven gear, institute is arranged in the bottom of another sliding block State driving gear and driven gear with the tooth type structures phase external toothing on arc track, and the driving gear and driven gear Between connected by longitudinal shaft, the input terminal of the driving gear is set as the output end of connection drive motor, the driving Motor is installed on the sliding block of setting driving gear.

6. the complete tooling construction equipment of two linings integration according to claim 5, it is characterised in that：The auxiliary planisher Structure is set as further including hairbrush roller and auxiliary rotary rod, and the hairbrush roller coaxial line is sheathed on auxiliary rotary rod, and the hairbrush The length of roller is set greater than the longitudinally wide of laying apparatus frame body, and the both ends of the auxiliary rotary rod are rotated by bearing respectively It is set on sliding block.

7. the complete tooling construction equipment of two linings integration according to claim 1, it is characterised in that：The guarded drainage construction Part is set as further including inverted arch longitudinal direction construction joint waterstop laying apparatus, the inverted arch longitudinal direction construction joint waterstop laying apparatus It is set as including inverted arch sidewall template, cord holder, waterstop clamp system, clamping-groove support and adjustable positioning mechanism, the inverted arch Sidewall template is longitudinally disposed at the intersection for waiting for trimmed tunnel bottom surface and its interior sidewall surface, and corresponding on the inverted arch sidewall template Two cord holders are vertically arranged, waterstop clamp system is longitudinally arranged between two cord holders, one end of the clamping-groove support connects Adjustable positioning mechanism is connect, and the clamping-groove support lateral arrangement, the adjustable positioning mechanism are fixed on the upper table of inverted arch sidewall template Face.

8. the complete tooling construction equipment of two linings integration according to claim 7, it is characterised in that：The waterstop clamps Mechanism is set as including clamping part, movable part and fastening bolt, and the lower end of the clamping part, which matches, is arranged in clamping-groove support In card slot, and the upper end of the clamping part is hinged the upper end of movable part by hinged shaft, and the fastening bolt, which matches, to be laterally arranged in In clamping part and movable part.