CN207659993U - Automatic paver system with buoyancy adjustment structure - Google Patents

Abstract

The utility model discloses a kind of automatic paver system with buoyancy adjustment structure, should include with the automatic paver system of buoyancy adjustment structure：Support construction, the support construction are supported in water-bed face, have hollow section, and the valve equipped with connection/closure hollow section inside the support construction；Transport structure, the transport structure are slidably connected to the support construction；And fabric construction, the fabric construction is connected to the transport structure, and with for material by inlet port and outlet port, the discharge port extends towards water-bed face, the transport structure drives the fabric construction to be moved in the support construction, and the discharge port is driven to carry out blanking.The automatic paver system of technical solutions of the utility model is accurate in foundation trench bottom surface blanking position, is influenced by flow and wave during cloth smaller, and the lying device overall dimensions are smaller, operating condition limited by working region it is small, it is cost-effective.

Description

Automatic paver system with buoyancy adjustment structure

Technical field

The utility model is related to water-bed paving technique field, more particularly to a kind of paving automatically with buoyancy adjustment structure Machine system.

Background technology

In the construction method of immersed tube tunnel, need first to excavate foundation trench at the bottom, subsequently by the pipeline section in tunnel, sinking is extremely section by section In the water-bed foundation trench dug in advance, and the foundation trench as sinking pipeline section basis its bottom surface after excavating molding is uneven , it needs backfill building stones to carry out smooth, improves foundation bearing capacity, controls its correlation sedimentation so that be laid with molding tunnel and often save Pipeline section uniform force, using effect are good.

In order to improve the planarization of foundation trench bottom surface, operation ship in the prior art is generally using the floating leveling with guide pile Ship or platform-type leveling ship, the floating leveling ship with guide pile and platform-type leveling ship generally comprise a cloth tube, cloth tube It directly being deep into the bottom, and the entire length of cloth tube is longer, underwater part is easy directly by flow and wave effect, So that leveling precision reduces.

Utility model content

The main purpose of the utility model is to provide a kind of automatic paver system with buoyancy adjustment structure, it is intended to make The laying precision that water-bed rubble place mat is carried out using automatic paver system is high, smaller by flow and wave effect.

To achieve the above object, the utility model proposes the automatic paver system with buoyancy adjustment structure, including Lying device, the lying device include：

Support construction, the support construction are supported in water-bed face, have hollow section inside the support construction, and equipped with company The valve of logical/closure hollow section；

Transport structure, the transport structure are slidably connected to the support construction；And

Fabric construction, the fabric construction are connected to the transport structure, and with for material by feed inlet and go out Material mouth, the discharge port extend towards water-bed face, and the transport structure drives the fabric construction to be moved in the support construction, The discharge port is driven to carry out blanking.

Preferably, the support construction includes supporting rack and is connected to multiple support legs of supporting rack, the support leg branch It supports in water-bed face, the transport structure is slidably connected to support frame as described above.

Preferably, support frame as described above includes symmetrically arranged two first crossbeam and symmetrically arranged two second cross beam, and two First crossbeam joins end to end with two second cross beams, and multiple support legs are symmetrically disposed on two first crossbeams and/or two institutes Second cross beam is stated, the hollow section is set to inside the first crossbeam and/or the second cross beam, and support frame as described above further includes leading Rail structure, the guide rail structure are set to the first crossbeam and/or the second cross beam, and the transport structure is slidably connected to institute State guide rail structure.

Preferably, the track structure is set to the second cross beam, and the second cross beam sets Packed auxiliary hollow section.

Preferably, each second cross beam includes two hollow sections, and the auxiliary hollow section between two hollow sections, and two Hollow section closes on the both ends of a second cross beam respectively, and the first crossbeam or second cross beam are equipped with connection/closure hollow section Valve.

Preferably, it also is provided with hollow section in each first crossbeam, which extends to along the length direction of first crossbeam Entire first crossbeam, the first crossbeam or second cross beam are equipped with the valve of connection/the block hollow section；Or, in first crossbeam Hollow section connection second cross beam in adjacent hollow section.

Preferably, the track structure includes：

Two cross slide ways, two cross slide ways are laid in two described second respectively along the length direction of the second cross beam Crossbeam；

Mobile bridge, the mobile bridge connect two cross slide ways along its length, and along the length side of the cross slide way To movement；And

Two longitudinal rails, two longitudinal rails are laid in along the length direction for moving bridge and described move bridge, the transport Structure is connected to two longitudinal rails, and the length direction movement of guide rail along longitudinal direction；

Packed auxiliary hollow section is set in the mobile bridge.

Preferably, the support construction further includes the buoyancy column for being convexly equipped in support frame as described above and deviating from water-bed face side, described Packed auxiliary hollow section is set in buoyancy column.

Preferably, further include be set to the water surface on workbench, the workbench be equipped with main controller, the main controller with it is described The transport structure of lying device is electrically connected, and controls the transport structure and the fabric construction is driven to be transported in the support construction It is dynamic, drive the discharge port to pave.

Preferably, the automatic paver system further includes material-falling hopper and cloth tube, and the material-falling hopper is set to the work One end of platform, the cloth tube is connected to the material-falling hopper, and the other end is connected to the feed inlet of fabric construction, the main controller electrical connection The material-falling hopper or fabric construction；

And/or the automatic paver system further includes folding structure, the folding structure include actuator and with the drive The connector of moving part connection, the actuator are connected to the workbench, and the connector is detachably connected the support construction, The main controller is electrically connected the actuator, controls the actuator when connector connects the support construction, mobile The support construction is to designated position；

And/or the fabric construction is additionally provided with detection piece, the detection piece examines the flat value information in water-bed face It surveys；

And/or the main controller is electrically connected the valve, control is turned on and off the valve.

The lying device of the automatic paver system of technical solutions of the utility model is supported in water-bed face by support construction, fortune Defeated structure is slidably connected to support construction, which provides support and guiding to the movement locus of transport structure so that The transport structure can be moved in the position of the water-bed face relative close of distance, and fabric construction connects the transport structure so that cloth Structure also can be closer in the water-bed face of distance under the driving of the transport structure position move, material by the fabric construction charging Mouth input, and exported by discharge port, which extends towards water-bed face, since fabric construction is closer apart from water-bed face, by going out The material of material mouth output can drop down onto water-bed face designated position by shorter distance, and entire blanking operation is hardly by flow It influences, to keep material accurate in water-bed face paving location, and the automatic paver system can be wanted suitable for the different depth of water It asks, it is applied widely.

Further, there is hollow section, and the valve equipped with connection/closure hollow section inside support construction, pass through the valve Door water-filling or can discharge water into hollow section, to form buoyancy adjustment structure, is adjusted, is convenient for the buoyancy of support construction Sink to lying device, the operation floated and towed.

Description of the drawings

In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor Under, the structure that can also be shown according to these attached drawings obtains other attached drawings.

Fig. 1 is the structural schematic diagram for one embodiment of automatic paver system that the utility model has buoyancy adjustment structure；

Fig. 2 is the part-structure schematic diagram of the lying device of automatic paver system in Fig. 1；

Fig. 3 is the structural representation for another embodiment of automatic paver system that the utility model has buoyancy adjustment structure Figure；

Fig. 4 is that support construction is connected to the schematic diagram of folding structure in automatic paver system in Fig. 1；

Fig. 5 is the structural schematic diagram that support construction is sling by folding structure in Fig. 1.

Drawing reference numeral explanation：

Label	Title	Label	Title
				100	Automatic paver system	161	Stabilizer blade
10	Lying device	162	Driving portion
				11	Support construction	163	Interconnecting piece
113	Supporting rack	17	Location structure
				1131	First crossbeam	18	Buoyancy structure
1133	Second cross beam	20	Guide rail structure
				13	Transport structure	21	Longitudinal rail
141	Storage organization	23	Mobile bridge
				143	Silt-sucking tube	25	Cross slide way
145	Silt dredging structure	30	Workbench
				1451	Silt dredging mouth	31	First workbench
1453	Arrange silt mouth	33	Second workbench
				151	Material-falling hopper	35	Third workbench
153	Cloth tube	40	Hollow section
				155	Fabric construction	50	Folding structure
1551	Feed inlet	51	Actuator
				1553	Discharge port	53	Connector
16	Support leg

The embodiments will be further described with reference to the accompanying drawings for the realization, functional characteristics and advantage of the utility model aim.

Specific implementation mode

The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describing, it is clear that described embodiment is only a part of the embodiment of the utility model, rather than all Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are not making creative work premise Lower obtained every other embodiment, shall fall within the protection scope of the present invention.

It is to be appreciated that the directional instruction (such as up, down, left, right, before and after ...) of institute in the utility model embodiment It is only used for explaining relative position relation, the motion conditions etc. under a certain particular pose (as shown in the picture) between each component, such as When the fruit particular pose changes, then directionality instruction also correspondingly changes correspondingly.

In addition, the description for being related to " first ", " second " etc. in the present invention is used for description purposes only, and cannot understand To indicate or implying its relative importance or implicitly indicate the quantity of indicated technical characteristic.Define as a result, " first ", The feature of " second " can explicitly or implicitly include at least one of the features.In addition, the technical side between each embodiment Case can be combined with each other, but must can be implemented as basis with those of ordinary skill in the art, when the combination of technical solution Conflicting or cannot achieve when occur will be understood that the combination of this technical solution is not present, also not in the requires of the utility model Protection domain within.

Referring to figs. 1 to Fig. 5, the utility model proposes a kind of automatic paver system 100 with buoyancy adjustment structure, packets Lying device 10 is included, lying device 10 includes：

Support construction 11, the support construction 11 are supported in water-bed face, and 11 inside of support construction has hollow section 40, and is equipped with The valve (not shown) of connection/closure hollow section 40；

Transport structure 13, transport structure 13 are slidably connected to support construction 11；And

Fabric construction 155, fabric construction 155 are connected to transport structure 13, and with for material by feed inlet 1551 With discharge port 1553, discharge port 1553 extends towards water-bed face, and transport structure 13 drives fabric construction 155 to be moved in support construction 11 It is dynamic, drive discharge port 1551 to carry out blanking 1553.

The lying device 10 of the automatic paver system 100 of technical solutions of the utility model is supported in water by support construction 11 Bottom surface, transport structure 13 are slidably connected to support construction 11, which can limit the movement locus of transport structure 13, And the transport structure 13 is moved in the position of the water-bed face relative close of distance, fabric construction 155 connects the transport knot Structure 13 so that the position that fabric construction 155 also can be closer in the water-bed face of distance under the driving of the transport structure 13 moves, material It is inputted by the feed inlet 1551 of the fabric construction 155, and is exported by discharge port 1553, which prolongs towards water-bed face It stretches, since fabric construction 155 is closer apart from water-bed face, the material exported by fabric construction 155 can be fallen by shorter distance To water-bed face designated position, entire blanking operation is hardly influenced by flow, to make material in water-bed face paving location essence Really.

Further, which directly completes that blanking, pave work under water, and traditional band is fixed The floating leveling ship of position stake or the workbench of platform-type leveling ship are located at the water surface or the water surface or more, are required for carrying out phase with the depth of water The adjusting of structure is closed, and the automatic paver system 100 of the application can be suitable for the requirement of different water depth, applicability is extensive.

Further, 11 inside of support construction has hollow section, and the valve equipped with connection/closure hollow section, passes through The valve water-filling or can discharge water into hollow section, to form buoyancy adjustment structure, be adjusted to the buoyancy of support construction 11 Section, convenient for the operations such as sink, float and tow to lying device 10.

In one embodiment of the utility model, support construction 11 includes supporting rack 113 and is connected to multiple of supporting rack 113 Spike 16, support leg 16 are supported in water-bed face, and transport structure 13 is slidably connected to supporting rack 13.

In the utility model embodiment, the distance range in the lower surface of supporting rack 113 and water-bed face be 800mm~ 2800mm so that the discharge port 1553 of fabric construction 155 and the distance range in water-bed face are 0mm~2000mm.The size range Under, automatic paver system 100 work when, supporting rack 113 be located at the water surface hereinafter, and it is closer apart from water-bed face so that sliding company The transport structure 13 being connected on supporting rack 113 and the fabric construction 155 for being connected to transport structure 13 are closer apart from water-bed face, cloth Material transportation that structure 155 exports in 113 moving process of supporting rack distance is shorter, thus export process by flow influenced compared with Small, blanking is accurate.

Support leg 16 includes driving portion 162, interconnecting piece 163 and stabilizer blade 161, and interconnecting piece 163 connects supporting rack 113, branch Foot 161 is supported in water-bed face, and driving portion 162 connects interconnecting piece 163 and stabilizer blade 161, and 163 opposing feet 161 of drive connection portion It moves up and down, to adjust supporting rack 113 in the height in water-bed face.The driving portion 162 is hydraulic-driven structure, specifically includes and is nested The ram pot and piston rod connect, ram pot are fixedly connected with interconnecting piece 163, and piston rod is fixedly connected with stabilizer blade 161, ram pot and piston During bar relative motion, the height in the relatively water-bed face of supporting rack 113 can be adjusted.

Namely under the adjusting of support leg 16, supporting rack 113 can be at a distance from water-bed face (namely foundation trench bottom surface) It is adjusted between 800mm~2800mm, so that distance of the discharge port 1553 of fabric construction 155 apart from water-bed face exists 0mm~2000mm is adjustable.

In one embodiment of the utility model, supporting rack 113 includes symmetrically arranged two first crossbeam 1131 and symmetrically sets Two second cross beams 1133 set, two first crossbeams 1131 join end to end with two second cross beams 1133, and multiple support legs 16 are symmetrically set It is placed in first crossbeam 1131 and/or second cross beam 1133, hollow section 40 is set to first crossbeam 1131 and/or second cross beam 1133 Interior, supporting rack 113 further includes guide rail structure 20, and guide rail structure 20 is set to first crossbeam 1131 and/or second cross beam 1133, transport Structure 13 is slidably connected to guide rail structure 20.

Guide rail structure 20 can limit transport structure 13 and be moved by certain track, to make fabric construction 155 by material It can reach in region in the guide rail structure 20 and be uniformly laid with.The structure and shape of guide rail structure 20 determine cloth knot The track of 155 blanking of structure can change the structure and shape of leading guide rail structure 20 so that the automatic spreading according to different needs Paving machine system 100 can adapt to different work requirements.The reasonability that guide rail structure 20 is arranged can influence water-bed face rubble The planarization of laying, therefore the discharging of the track that transport structure 13 is walked under the limitation of guide rail structure 20 and fabric construction 15 1553 shapes of mouth and blanking amount need to reach good cooperation, so that the water-bed face in region to be laid reaches required molding Effect.

The extending direction of first crossbeam 1131 is consistent with the length direction of foundation trench, the extending direction and base of second cross beam 1133 The width direction of slot is consistent, that is, first crossbeam 1131 is mutually perpendicular to second cross beam 1133, and supporting rack 113 is enclosed one A rectangular area, a rectangle of the supporting rack 113 covering can be laid with by once being paved using the automatic paver system 100 Area.

Since most of weight of the lying device 10 concentrates on the supporting rack 113, first crossbeam 1131 and second cross beam 1133 inside is at least partly hollow, can largely reduce the total weight of lying device 10, convenient to paving The transport of device 10.

In one embodiment of the utility model, track structure 20 is set to second cross beam 1133, and second cross beam 1133 is equipped with sealing Auxiliary hollow section (not shown).

When the lying device 10 works under water, since fabric construction 155 is mounted with material, the weight of fabric construction 155 Amount is indirectly applied to second cross beam 1133, in order to avoid second cross beam 1133 is bent by pressure, influences fabric construction Therefore 155 height, sets Packed auxiliary hollow section to influence cloth quality in second cross beam 1133, in the auxiliary Dead band is that second cross beam 1133 provides buoyancy under water, and the bending that renitency generates ensure that the height of fabric construction 155 With cloth quality.

The auxiliary hollow section extends along the length direction of second cross beam 1133, and the length for defining second cross beam 1133 is L1, The length of the auxiliary hollow section is 1/3L1, and auxiliary hollow section is located at the middle part of second cross beam 1133.Second cross beam under the structure 1133 is good in underwater non-deformability.

In one embodiment of the utility model, each second cross beam 1133 includes two hollow sections, and is located at two hollow sections 40 Between an auxiliary hollow section, two hollow sections 40 close on the both ends of a second cross beam, first crossbeam 1131 or second cross beam respectively 1133 are equipped with the valve of connection/closure hollow section 20.

Hollow section 40 in the second cross beam 1133 is carried out water-filling by valve or is discharged water, to adjust lying device 10 Buoyancy.Two hollow sections 40 of second cross beam 1133 extend along the length direction of the second cross beam 1133.

Combined with Figure 1 and Figure 2, in one embodiment of the utility model, hollow section 40 also is provided in each first crossbeam 1131, it should Hollow section 40 extends to entire first crossbeam 1131, first crossbeam 1131 or second cross beam along the length direction of first crossbeam 1131 1133 are equipped with the valve of connection/the block hollow section 40；Or, the hollow section 40 in first crossbeam 1131 is connected to second cross beam 1133 Interior adjacent hollow section 40.

In order to further adjust the buoyancy of the lying device 10, it will be also provided with hollow section 40 in first crossbeam 1131, also It is the generally hollow structure of first crossbeam 1131, and in order to simplify structure, the hollow section 40 in first crossbeam 1131 can be made It is connected to hollow pipeline section 40 adjacent in second cross beam 1133 so that the hollow section 40 in first crossbeam 1131 and second cross beam 1133 Adjacent hollow section 40 only can carry out water-filling or draining by a valve.It is to be appreciated that in first crossbeam 1131 Dead band 40 and 1133 adjacent hollow section 40 of second cross beam can also be disconnected, carry out water-filling or row by a valve respectively Water.

In one embodiment of the utility model, track structure 20 includes：

Two cross slide ways 21, two cross slide ways 21 are laid in two second cross beams respectively along the length direction of second cross beam 1133 1133；

Mobile bridge 23, mobile bridge 23 connect two cross slide ways 21, and the transversely length side of guide rail 21 along its length To movement；And

Two longitudinal rails 25, two longitudinal rails 25 are laid in along the length direction 25 for moving bridge 23 and move bridge 23, transport knot Structure 13 is connected to two longitudinal rails 25, and the length direction movement of guide rail 25 along longitudinal direction；

Packed auxiliary hollow section is set in mobile bridge 23.

Cross slide way 21 is consistent with the length direction of second cross beam 1133, and mobile bridge 23 and longitudinal rail 25 are horizontal with first The length direction of beam 1131 is consistent, since fabric construction 155 moves under the drive of transport structure 13 along longitudinal rail 25 so that Mobile bridge 23 indirectly bears the weight of fabric construction 155, and therefore, the auxiliary that sealing is also provided in mobile bridge 23 is hollow Section provides buoyancy for mobile bridge 23, resists the pressure distortion that mobile bridge 23 generates.

The length of definition movement bridge 23 is L, and the auxiliary hollow section in mobile bridge 23 is located at the middle part of movement bridge 23, and along shifting The length direction of dynamic bridge 23 extends, and the length of the auxiliary hollow section is 1/3L.23 underwater resistance to deformation of mobile bridge under the structure Ability is good.

In one embodiment of the utility model, its both ends can also be closed in mobile bridge 23, a hollow section is respectively set, moved It is provided with the valve for being connected to the hollow section on dynamic bridge 23, may be implemented to be filled to the hollow section by being turned on and off the valve Water or the process of draining, to adjust the buoyancy of 23 position of mobile bridge.

In one embodiment, two symmetrically arranged cross slide ways 21 are individually fixed in two second cross beams 1133, two longitudinal rails 25 are slidably connected to two cross slide ways 21 by mobile bridge 23, are laterally led specifically, one end of mobile bridge 23 is slidably connected to one The other end of rail 21, mobile bridge 23 is slidably connected to another cross slide way 21, and second cross beam 1133 is equipped with drive motor and edge The chain that the extending direction of the second cross beam 1133 is laid, the mobile bridge 23 of chain connection, driven by a moto, chain-driving Transversely guide rail 21 is moved back and forth and (is namely moved back and forth along the extending direction of second cross beam 1133) mobile bridge 23.It is appreciated that Ground, which can also be slidably connected to cross slide way 21 by other type of drive, such as rolling is arranged on mobile bridge Wheel and driving structure, driving structure drives idler wheel in being rolled on cross slide way, to make longitudinal rail in opposite on cross slide way The cross slide way slides.

Transport structure 13 is slidably connected the longitudinal rail 25, and transport structure 13 is equipped with drive motor and idler wheel, longitudinal rail 25 are provided with chain along its length, transport structure 13 should be moved along chain direction under the driving of drive motor, and drive idler wheel The extending direction of guide rail 25 rolls along longitudinal direction.It is to be appreciated that the transport structure 13 can also be slided by other type of drive It is connected to longitudinal rail 25, for example, can be similar with the type of drive of longitudinal rail, that is, driving horse is equipped on longitudinal rail It reaches and chain, under the driving of the drive motor, chain-driving transport structure is moved back and forth on the longitudinal rail.It leads the longitudinal direction Rail 25 and cross slide way 21 are combined, and transport structure 13 is enable to reach any position in 113 the enclosed region of supporting rack, from And enable the transport structure 13 that material to be uniformly layed in the bottom surface of foundation trench.

In one embodiment of the utility model, support construction 11 further includes being convexly equipped in supporting rack 113 to deviate from water-bed face side Buoyancy column 18 sets Packed auxiliary hollow section in buoyancy column 18.The buoyancy column 18 provides buoyancy for support construction 11 is whole.

Referring to Fig. 1, in one embodiment of the utility model, buoyancy column 18 is four, and each buoyancy column 18 is connected to one first The junction of crossbeam 1131 and a second cross beam 1133, the buoyancy column are hollow cylinder, and 10 sinking of lying device is in underwater When, which is capable of providing certain buoyancy, mitigates the overall weight of the lying device 10.It is to be appreciated that the buoyancy Structure can also be that other be capable of providing the structure of buoyancy, which may be other shapes, for example, square column or its The shape of his regular and irregular.

Before starting cloth halfway, or when the automatic paver system 100 shuts down and worked again, foundation trench bottom surface May mud be accumulated due to the influence of flow, the setting silt dredging structure 145 on transport structure 13 is needed to take out mud It inhales, prevents mud to be doped in rubble, influence support effect of the foundation trench bottom surface to immersed tube.

In one embodiment of the utility model, lying device 10 further includes the silt dredging structure 145 for being connected to transport structure 13, is inhaled The silt dredging mouth 1451 that silt structure 145 is equipped with row's silt mouth 1453 and the direction towards water-bed face extends, and equipped with connection silt dredging mouth 1451 and row's silt mouth 1453 silt dredging actuator.

The silt dredging mouth 1451 of the silt dredging structure 145 extends towards water-bed face direction, and transport structure 13 is transported along guide rail structure 20 It is dynamic, and silt dredging structure 145 is driven to move to the position for needing silt dredging, silt dredging actuator is opened, and underwater mud is by silt dredging mouth 1451 enter the silt dredging structure 145, and are discharged by row's silt mouth 1453, by the silt displacement of accumulation, provide and carry out for the work that paves Prepare.

During the silt dredging of silt dredging structure 145, the auxiliary hollow section of 1133 interior sealing of second cross beam provides buoyancy, supports The bending that compressive resistance generates, additionally it is possible to the height for ensureing silt dredging structure 145, to ensure that silt dredging structure 145 is complete in specified altitude assignment It works at silt dredging.

Referring to Fig. 3, in one embodiment of the utility model, automatic paver system 100 includes the workbench being set on the water surface 30, workbench 30 is equipped with main controller (not shown), and the transport structure 13 of main controller and lying device 10 is electrically connected, control transport Structure 13 drives fabric construction 155 to be moved in supporting rack 113, and discharge port 1553 is driven to pave.

Staff in being operated to transport structure 13 on workbench 30, can automate to the automatic paver system System 100 is controlled, and is reduced the underwater operation amount of staff, is ensured the personal safety of staff.

In one embodiment of the utility model, lying device 10 further includes location structure 17, and location structure 17 is set to supporting rack 113, main controller is electrically connected location structure 17, and the location information of support construction 11 is obtained by the location structure 17.

The location information for the supporting rack 113 that main controller is obtained according to the location structure 17, by the location information of supporting rack 113 It is compared with the location information in preset area to be paved, so as to adjust the supporting rack 113 to designated position.Location structure 17 has Body is measurement bay, and measurement bay is connected to the side of supporting rack 113, and extend out on the water surface, and measurement bay is set in the position on the water surface There is a GPS (Global Positioning System, global positioning system), specially RTK (Real-time kinematic, Carrier phase difference technology), three-dimensional localization of the measured position in specified coordinate system can be provided in real time as a result, and reaching li Meter accuracy.Keep the location information of the supporting rack got 113 more accurate.

Inclinometer is additionally provided on supporting rack 113, main controller is electrically connected the inclinometer and support leg 16, and according to deviational survey The angle of inclination of supporting rack 113 measured by instrument and the concrete shape of supporting rack 113 are combined carries out height to support leg 16 It adjusts, so that the height of supporting rack 113 is adjusted more acurrate.

Measurement bay is rotationally connected with supporting rack 113, and main controller is electrically connected the measurement bay, and control measurement bay is with respect to supporting rack 113 rotations make measurement bay stretch out the water surface or be folded on supporting rack 113, when 100 midway of automatic paver system is stopped When, main controller control measurement bay is folded to supporting rack 113, and when the automatic paver system 100 being made to shut down, which will not hinder Hinder navigation channel, when which restarts operation, main controller controls the measurement bay and stretches out in the water surface, to support Frame 113 is positioned.

Referring to Fig. 2, in one embodiment of the utility model, which further includes material-falling hopper 151 and cloth Pipe 153, material-falling hopper 151 are set to workbench 30, and one end of cloth tube 153 is connected to material-falling hopper 151, and the other end is connected to fabric construction 155 feed inlet 1551, main controller are electrically connected material-falling hopper 151 or fabric construction 155, control material-falling hopper 151 or fabric construction 155 drive the discharge port 1553 to carry out cloth.

Material in material-falling hopper 151 can only slide along cloth tube 153 to fabric construction 155 under gravity In, finally by 1553 blanking of discharge port of fabric construction 155 to foundation trench bottom surface.It is to be appreciated that the material-falling hopper 151 can be set Dynamic structure accelerates the whereabouts of material.

Main controller controls the amount of dispensing material of the material-falling hopper 151 into cloth tube 153, to be controlled by cloth tube 153 By the material discharge rate of fabric construction 155；Or main controller directly controls the load of the discharge port 1553 of fabric construction 155. Make personnel operated on workbench 30 main controller can control material discharge rate, in conjunction with main controller to 13 running orbit of transport structure Control, material uniformly can be layed in water-bed face by fabric construction 155.The lying device of the automatic paver system 100 10 when carrying out blanking work, and the lower end of cloth tube 153 is moved by the drive of fabric construction 155, and the shift position is apart from water Bottom surface is closer, is not influenced by the depth of water, therefore the lying device 10 is smaller by water currents during paving.

Underwater camera instrument is additionally provided in fabric construction 155, which is electrically connected to the inspection on workbench 30 Screen (not shown) is surveyed, in 100 course of work of automatic paver system, staff can pass through detection on workbench 30 Screen observes the height that material is stored in the fabric construction 155, so as to preferably be operated to main controller, to material-falling hopper 151 blanking amount is adjusted.

In one embodiment of the utility model, the automatic paver system 100 further include silt-sucking tube 143 and be set to workbench 30 On storage organization 141, which is connected to row's silt mouth 1453 of silt dredging structure 145, and the other end is connected to storage organization 141, main controller is electrically connected silt dredging actuator, and control silt dredging structure 145 carries out silt dredging to the bottom.The silt dredging actuator is hydraulic pressure Pump, transport structure 13 move on supporting rack 113, which, which is transported to designated position, carries out silt dredging.The silt dredging knot During carrying out silt dredging, the lower part of silt-sucking tube 143 is moved structure 145 by the drive of silt dredging structure 145, the silt dredging structure 145 in underwater and more nearby moved apart from water-bed face, and not by water depth effect, therefore, the silt dredging process is also hardly by flow It influences.

Referring to Fig. 3 and Fig. 4, in one embodiment of the utility model, automatic paver system 100 further includes folding structure 50, Folding structure 50 includes actuator 51 and the connector 53 being connect with the actuator 51, and actuator 51 is connected to workbench 30, even Fitting 53 is detachably connected support construction 11, and main controller is electrically connected actuator 51, and control actuator 51 connects branch in connector 53 When support structure 11, moving support structure 11 to designated position.

After the lying device 10 of the automatic paver system 100 completes once to pave work, the connection of folding structure 50 Part 53 is connected to support construction 11 by manual operation or main controller control, 51 drive connection part 53 of actuator by support construction 11 by The bottom slings to support leg 16 and leaves water-bed face a distance, and is moved to next region to be paved, then will be under support construction 11 It is sunken to the bottom, until support leg 16 is supported in the water-bed face in next region to be paved, connector 53 is by manual operation or main controller Control is detached with support construction 11, and lying device 10 carries out the work that paves next time.

The automatic paver system 100 uses the operation of automation, on the workbench 30 of staff on the water The underwater work that paves is operated and monitored, is almost not necessarily to carry out underwater operation, ensure that the safety of staff, and certainly The control process of dynamicization makes the construction efficiency for carrying out underwater cloth with the automatic paver system 100 high.

In conjunction with Fig. 4 and Fig. 5, the actuator 51 of the folding structure 50 can be motor, be installed on workbench 30, connector 53 can be wirerope, and one end is connected to motor, and the other end is dived by staff to underwater, and the branch of support construction 11 is bundled in On support structure 11, main controller control starts motor, support construction 11 is sling a distance by wirerope, the platform that proceeds with one's work is along base After the length direction movement certain distance of slot, main controller controls motor and drives wirerope by 11 sinking of support construction in next to be paved Region.

It is to be appreciated that the connector 53 can also be link, main controller controls actuator (motor or cylinder) and combines The location information that location structure provides, control link automatically elongation to 11 position of support construction, by manually by bolt, The link is fixed on support construction 11 or the link and is fixed on automatically by the control of main controller by screw or buckle structure Support construction 11, then under the further control of main controller, which is moved to support construction 11 next to be paved Region.

In one embodiment of the utility model, fabric construction 155 is additionally provided with detection piece (not shown), and detection piece is to water-bed face Flat value information is detected, and can be detected to the smooth degree in the region to be paved for being laid with material, and result is anti- It is fed to main controller, carries out further work.

In one embodiment of the utility model, main controller is electrically connected valve, and control is turned on and off the valve.Main controller Control valve open after, during being sunken to the bottom under lying device 10, under the pressure action of extraneous flow, water directly by Enter at valve in the hollow section of support construction 11, increases the total weight of support construction 11, to accelerate under lying device 10 It is heavy.

It exposes the surface when lying device 10 is raised to by folding structure 50 or other modes, the water in hollow section 40 is by opening Valve be expelled directly out, or using wind turbine be connected to hollow section, be inflated to hollow section 40, accelerate draining, with mitigate pave The total weight of device 10.

When the needs of lying device 10 tow in the water surface or water, can control will close valve after the water emptying in hollow section Door, holding hollow section are anhydrous state, to mitigate the total weight of lying device 10, reduce the consumption of energy during towing.

Being turned on and off for valve can also be by manually being operated.

Workbench 30 may include the first workbench 31, the second workbench 33 and third workbench 35, the first workbench 31 For main controller and material-falling hopper 151 to be arranged, which is used to control required automatically controlled all structures on lying device 10, should First workbench 31 is additionally provided with water pump, and the water that the rubble combination water pump in material-falling hopper 151 pumps out is sent into cloth tube 153 jointly In.Second workbench 33 is provided with storage organization 141, for drive the main controller of silt dredging actuator can also be set to this second Workbench 33, which is used to store transmits the mud to come up by silt dredging structure 145 by silt-sucking tube 143.Third work Make platform 35 for folding structure 50 to be arranged, and in the master control for being provided with the electrical connection folding structure 50 on the third workbench 35 Device, the actuator 51 which controls folding structure 50 move, and drive connection part 53 executes action.

The working method of the automatic paver system 100 of the utility model, includes the following steps：

Main controller obtains the first flat value information in region to be paved, passes through preset algorithm according to the first flat value information The blanking amount of each block is calculated；

Main controller control material-falling hopper 151 or fabric construction 155 to each block according to the corresponding blanking amount of the block into Row blanking.

First flat value information is the concave-convex degree information for not being laid with the foundation trench bottom surface before material.

The bottom surface for the foundation trench that the bottom is dug in advance is divided into the multiple regions to be paved being continuously arranged along its length, each to wait for The region that paves is divided into multiple blocks being continuously arranged again, and the range of each block can be according to the discharging of fabric construction 155 Mouthfuls 1553 size matches division.Each area can be calculated according to the average value of each block range inner bottom surface bumps The corresponding blanking amount of block, the blanking amount can be arranged with the concave-convex average value of respective block in grade ratio.

Blanking can be that primary blanking is completed or blanking is completed twice, and as needed or more blanking is complete At.Preferably blanking is completed twice in one embodiment of the utility model, i.e., transport structure 13 carries out two periods along intended trajectory Movement is common to complete blanking, which makes the inventory that fabric construction 155 is laid with more accurate, is laid with more smooth.

Further, main controller control material-falling hopper 151 or fabric construction 155 are corresponding according to the block to each block During blanking amount carries out blanking, main controller controls transport structure 13 in being slided according to intended trajectory in support construction 11, is somebody's turn to do Intended trajectory can be " Z " font.

Specifically, main controller control transport structure 13 in support construction 11 according to intended trajectory in moving, and obtains transport The real-time position information of structure 13, when the block locations information phase of the real-time position information and region to be paved of transport structure 13 Timing, main controller control material-falling hopper 151 or fabric construction 155 fall the block according to the corresponding blanking amount of the block Material.

In one embodiment of the utility model, when fabric construction 50 is equipped with detection piece (not shown), " main controller controls blanking Bucket 151 or fabric construction 155 carry out blanking to each block according to the corresponding blanking amount of the block " the step of after, also wrap It includes：

Main controller control detection piece obtains the second flat value information in region to be paved, and the second flat value information is anti- It is fed to main controller, main controller controls the material-falling hopper 151 or 155 area to be paved of fabric construction pair according to the second flat value information It is struck off.

Second flat value information is the concave-convex degree information of material top surface after blanking.

The detection piece is used to detect the planarization of surface of material after blanking, and main controller controls material-falling hopper 151 or fabric construction 155 pairs of blocks strike off, and the side wall realization that discharge port 1553 is directly formed by fabric construction 155 strikes off action.

When support construction 11 be equipped with location structure 17 when, main controller obtain each block in region to be paved location information and It is further comprising the steps of before corresponding flat value information：

Main controller obtains the location information of support construction 11 by location structure 17；

The location information of support construction 11 is compared main controller with the preset position information in region to be paved, obtains branch Support structure 11 to region to be paved movement locus；

Main controller controls actuator 51 when 53 connected support structure 11 of connector, extremely along movement locus moving support structure Region to be paved.

Lying device 10 by 50 sinking of folding structure behind region to be paved, main controller passes through each on lying device 10 Detection structure, such as location structure, inclinometer and the height measurer in fabric construction, are compared with standard information It is right, support construction 11 is adjusted in the height in water-bed face to control support leg 16 so that 11 sinking of support construction is to be paved in this The position in region is more accurate.After lying device 10 completes the rubble laying work in a region to be laid, main controller controls folding and unfolding The support construction 11 of lying device 10 is sling to support leg 16 by connector 53 and leaves water-bed face certain altitude by structure 50, and In conjunction with the location information that location structure provides, support construction 11 is moved to next region to be paved, to carry out next waiting spreading out The rubble for spreading region is laid with work.

Since the lying device 10 of the automatic paver system 100 is directly seated the bottom surface of foundation trench by support construction 11, The size of the lying device 10 can be adapted with the size of foundation trench, that is, the overall dimensions of the automatic lying device 10 it is small, Operating condition limited by working region it is small, it is cost-effective.In addition the automatic paver system 100 of the utility model is due to the dress that paves Set 10 overall dimensions it is small, the influence under water in operation process to river and Navigation in Navigable is relatively low.

The above is only the preferred embodiment of the present invention, and it does not limit the scope of the patent of the present invention, It is every under the inventive concept of the utility model, equivalent structure made based on the specification and figures of the utility model becomes It changes, or directly/be used in other related technical areas indirectly and be included in the scope of patent protection of the utility model.

Claims (10)

1. a kind of automatic paver system with buoyancy adjustment structure, which is characterized in that including lying device, the dress that paves Set including：

Support construction, the support construction are supported in water-bed face, have hollow section inside the support construction, and be equipped with connection/envelope Block up the valve of the hollow section；

Transport structure, the transport structure are slidably connected to the support construction；And

Fabric construction, the fabric construction are connected to the transport structure, and with for material by inlet port and outlet port, The discharge port extends towards water-bed face, and the transport structure drives the fabric construction to be moved in the support construction, drives The discharge port carries out blanking.

2. the automatic paver system with buoyancy adjustment structure as described in claim 1, which is characterized in that the support knot Structure includes supporting rack and is connected to multiple support legs of supporting rack, and the support leg is supported in water-bed face, and the transport structure is slided It is dynamic to be connected to support frame as described above.

3. the automatic paver system with buoyancy adjustment structure as claimed in claim 2, which is characterized in that support frame as described above Including symmetrically arranged two first crossbeam and symmetrically arranged two second cross beam, two first crossbeams and two second cross beams head and the tail It is connected, multiple support legs are symmetrically disposed on two first crossbeams and/or two second cross beams, the hollow section are set to Inside the first crossbeam and/or the second cross beam, support frame as described above further includes guide rail structure, and the guide rail structure is set to institute First crossbeam and/or the second cross beam are stated, the transport structure is slidably connected to the guide rail structure.

4. the automatic paver system with buoyancy adjustment structure as claimed in claim 3, which is characterized in that the guide rail knot Structure is set to the second cross beam, and the second cross beam sets Packed auxiliary hollow section.

5. the automatic paver system with buoyancy adjustment structure as claimed in claim 4, which is characterized in that every 1 second is horizontal Liang Jun includes two hollow sections, and the auxiliary hollow section between two hollow sections, two hollow sections close on a second cross beam respectively Both ends, the first crossbeam or second cross beam are equipped with the valve of connection/closure hollow section.

6. the automatic paver system with buoyancy adjustment structure as claimed in claim 5, which is characterized in that every 1 first is horizontal Hollow section also is provided in beam, which extends to entire first crossbeam, the first crossbeam along the length direction of first crossbeam Or second cross beam is equipped with the valve of connection/the block hollow section；Or, in first crossbeam hollow section connection second cross beam in it is adjacent Hollow section.

7. the automatic paver system with buoyancy adjustment structure as claimed in claim 4, which is characterized in that the guide rail knot Structure includes：

Two cross slide ways, two cross slide ways are laid in two second cross respectively along the length direction of the second cross beam Beam；

Mobile bridge, the mobile bridge connects two cross slide ways along its length, and is transported along the length direction of the cross slide way It is dynamic；And

Two longitudinal rails, two longitudinal rails are laid in along the length direction for moving bridge and described move bridge, the transport structure It is connected to two longitudinal rails, and the length direction movement of guide rail along longitudinal direction；

Packed auxiliary hollow section is set in the mobile bridge.

8. as claim 2 to 7 any one of them has the automatic paver system of buoyancy adjustment structure, which is characterized in that The support construction further includes the buoyancy column for being convexly equipped in support frame as described above and deviating from water-bed face side, and sealing is equipped in the buoyancy column Auxiliary hollow section.

9. the automatic paver system with buoyancy adjustment structure as described in any in claim 1 to 7, which is characterized in that Further include the workbench being set on the water surface, the workbench is equipped with main controller, the transport of the main controller and the lying device Structure is electrically connected, and controls the transport structure and the fabric construction is driven to be moved in the support construction, drive the discharging Mouth paves.

10. the automatic paver system with buoyancy adjustment structure as claimed in claim 9, which is characterized in that described automatic Paver system further includes material-falling hopper and cloth tube, and the material-falling hopper is set to the workbench, and one end of the cloth tube is connected to The material-falling hopper, the other end are connected to the feed inlet of fabric construction, and the main controller is electrically connected the material-falling hopper or fabric construction；

And/or the automatic paver system further includes folding structure, the folding structure include actuator and with the actuator The connector of connection, the actuator are connected to the workbench, and the connector is detachably connected the support construction, described Main controller is electrically connected the actuator, the actuator is controlled when the connector connects the support construction, described in movement Support construction is to designated position；

And/or the fabric construction is additionally provided with detection piece, the detection piece is detected the flat value information in water-bed face；

And/or the main controller is electrically connected the valve, control is turned on and off the valve.