CN207553106U - Automatic paver system with scraper-type material-falling hopper - Google Patents

Abstract

The utility model discloses a kind of automatic paver system with scraper-type material-falling hopper, and the automatic paver system that should have scraper-type material-falling hopper includes lying device, and lying device includes：Support construction, support construction are supported in water-bed face；Transport structure, transport structure are slidably connected to the support construction；And fabric construction, fabric construction have for material by inlet port and outlet port, discharge port extends towards water-bed face, and transport structure drives the fabric construction to be moved in support construction, and discharge port is driven to carry out cloth；Fabric construction is connected with the scraper plate struck off to material, and scraper plate is enclosed set on the outside of discharge port.The automatic paver system of technical solutions of the utility model is accurate in foundation trench bottom surface blanking position, and is influenced by flow and wave during cloth smaller；The lying device overall dimensions of the automatic paver system are smaller, operating condition limited by working region it is small, it is cost-effective.

Description

Automatic paver system with scraper-type material-falling hopper

Technical field

The utility model is related to water-bed paving technique field, more particularly to a kind of paving automatically with scraper-type material-falling hopper 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 molding is excavated is uneven , backfill building stones is needed to carry out smooth, improve foundation bearing capacity, control 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 of 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 Directly be deep into the bottom, and the entire length of cloth tube is longer, underwater part easily 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 scraper-type material-falling hopper, 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 scraper-type material-falling hopper, including Lying device, the lying device includes support construction, the support construction is supported in water-bed face；

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

Fabric construction, the fabric construction have for material by inlet port and outlet port, the discharge port is towards water Bottom surface extends, and the transport structure drives the fabric construction to be moved in the support construction, and the discharge port is driven to carry out cloth Material；The fabric construction is connected with the scraper plate struck off to material, and the scraper plate is enclosed set on the outside of the discharge port.

Preferably, the support construction has length direction and width direction, and the transport structure is along the support construction Length direction and/or width direction movement；

The scraper plate includes two first scraper plates and two second scraper plates that connect the fabric construction, the two first scraper plate edges Length direction perpendicular to the support construction extends, and is symmetrical arranged, and two second scraper plates are along perpendicular to the support knot The width direction extension of structure, and be symmetrical arranged.

Preferably, the support construction is square structure.

Preferably, second scraper plate includes connecting portion and the extension being connect with the connecting portion, the connecting portion back of the body Side from the extension is connected to the fabric construction, and the extension extends the both sides of the fabric construction.

Preferably, the connecting portion and extension, which set or connect in angle, forms arc.

Preferably, first scraper plate is additionally provided with reinforcing rib；

And/or second scraper plate is additionally provided with reinforcing plate.

Preferably, the fabric construction includes feeder and connects the discharging portion of the feeder, and the feed inlet is set on The feeder deviates from one end of the discharging portion, and the discharge port is set on one end that the discharging portion deviates from the feeder, The scraper plate is connected to the discharging portion, and protrude from one end with discharge port of the discharging portion or with the discharging portion with One end of discharge port flushes.

Preferably, the discharging portion includes two first panels being oppositely arranged and two second panels being oppositely arranged, described First panel and second panel head and the tail connect, and are enclosed accommodating chamber, one end of the accommodating chamber connects the feeder, another End forms the discharge port.

Preferably, two first panels are gradually drawn close by feeder to discharge port direction, and width by feeder to going out Material mouth direction gradually increases, and two second panels are gradually distance from by the feeder to discharge port direction, and width is by described Feeder to discharge port direction is gradually reduced.

Preferably, further include the workbench on the water surface, the workbench is 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 that the fabric construction is driven to be transported in the support construction It is dynamic, the discharge port is driven to pave.

Preferably, the automatic paver system further includes material-falling hopper and cloth tube, and the material-falling hopper is set on the work Platform, one end of the cloth tube connect the material-falling hopper, and the other end connects 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.

The support construction of the automatic paver system of technical solutions of the utility model is supported in water-bed face, and transport structure slides Support construction is connected to, which provides support and guiding to the movement locus of transport structure so that the transport structure The transport structure can be connected in the position movement of the water-bed face relative close of distance, fabric construction so that fabric construction is in the fortune It can also be inputted under the driving of defeated structure in the nearer position movement in the water-bed face of distance, material by the feed inlet of the fabric construction, and It is exported by discharge port, which extends towards water-bed face, since the water-bed face of fabric construction distance is nearer, by discharge port output Material can drop down onto water-bed face designated position by shorter distance, and entire blanking operation is hardly influenced by flow, so as to Make material accurate in water-bed face paving location, and the support construction of the automatic paver system is supported directly upon water-bed face, it can Suitable for different depth of water requirements so that the automatic paver system it is applied widely.

Further, scraper plate is connected in fabric construction, and scraper plate is enclosed set on the outside of discharge port, it can will be by discharge port The material of lower backwardness is struck off so that the material after laying is more smooth, and Pipe Sinking is in the foundation trench bottom for being equipped with material Uniform force, service life are long.

Description of the drawings

It 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, other attached drawings can also be obtained according to the structure shown in these attached drawings.

Fig. 1 is the structure diagram of one embodiment of the utility model automatic paver system；

Fig. 2 is the structure diagram of another angle of automatic paver system in Fig. 1；

Fig. 3 is the schematic diagram of fabric construction and transport structure in Fig. 1；

Fig. 4 is the structure diagram of another embodiment of the utility model automatic paver system；

Fig. 5 is that support construction is connected to the schematic diagram of folding structure in automatic paver system in Fig. 4；

Fig. 6 is the structure diagram that support construction is sling by folding structure in Fig. 5.

Drawing reference numeral explanation：

Label	Title	Label	Title
				100	Automatic paver system	151	Material-falling hopper
10	Lying device	153	Cloth tube
				11	Support construction	155	Fabric construction
111	Guide rail structure	1551	Feed inlet
				1111	Longitudinal rail	1552	Feeder
1113	Cross slide way	1553	Discharge port
				113	Supporting rack	1554	Discharging portion
1131	First crossbeam	1554a	First panel
				1133	Second cross beam	1554b	Second panel
12	Scraper plate	16	Adjust stabilizer blade
				121	First scraper plate	161	Stabilizer blade
123	Second scraper plate	162	Driving portion
				1231	Connecting portion	163	Connecting portion
1233	Extension	17	Location structure
				125	Reinforcing rib	18	Buoyancy structure
126	Reinforcing plate	30	Workbench
				13	Transport structure	31	First workbench
141	Storage organization	33	Second workbench
				143	Silt-sucking tube	35	Third workbench
145	Silt dredging structure	50	Folding structure
				1451	Silt dredging mouth	51	Actuator
1453	Arrange silt mouth	53	Connector

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 embodiment

The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out It clearly and completely describes, it is clear that described embodiment is only the part of the embodiment rather than whole of the utility model Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not making creative work premise Lower all other embodiments obtained, 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, motion conditions under a certain particular pose (as shown in drawings) between each component etc., such as When the fruit particular pose changes, then directionality instruction also correspondingly changes correspondingly.

In addition, the description in " first ", " second " etc. involved in the utility model is only used for description purpose, without being understood that To indicate or implying its relative importance or the implicit quantity for indicating indicated technical characteristic.Define as a result, " first ", At least one this feature can be expressed or be implicitly included to the feature of " second ".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 can not realize 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. 6, the utility model proposes a kind of automatic paver system 100 with scraper-type material-falling hopper, packets It includes：

Support construction 11, support construction 11 are supported in water-bed face；

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

Fabric construction 155, fabric construction 155 have for material by feed inlet 1551 and discharge port 1553, discharge port 1553 extend towards water-bed face, and transport structure 13 drives fabric construction 155 to be moved in support construction 11, drive discharge port 1553 into Row cloth；Fabric construction 155 is connected with the scraper plate 12 struck off to material, and scraper plate 12 is enclosed set on the outside of discharge port 1553.

The support construction 11 of the automatic paver system 100 of technical solutions of the utility model is supported in water-bed face, transport knot Structure 13 is slidably connected to support construction 11, which can limit the movement locus of transport structure 13, and cause the fortune Defeated structure 13 can connect the transport structure 13 in the position movement of the water-bed face relative close of distance, fabric construction 155 so that cloth Expect that structure 155 also can be in the nearer position movement in the water-bed face of distance under the driving of the transport structure 13, material is by the cloth knot The feed inlet 1551 of structure 155 inputs, and is exported by discharge port 1553, which extends towards water-bed face, due to cloth Structure 155 is nearer apart from water-bed face, and the material exported by fabric construction 155 can drop down onto water-bed face by shorter distance and specify Position, entire blanking operation are hardly influenced by flow, so as to make material accurate in water-bed face paving location.

Further, which directly completes that blanking, pave work under water, and traditional band is determined The position floating leveling ship of stake or the workbench of platform-type leveling ship are located at more than the water surface or the water surface, 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, scraper plate 12 is connected in fabric construction 155, and scraper plate 12 is enclosed set on the outside of discharge port 1553, It can will be struck off by 1553 times backward materials of discharge port so that the material after laying is more smooth, and Pipe Sinking is in paving Foundation trench bottom uniform force equipped with material, service life are long.

The discharge port 1553 of fabric construction 155 and the material distance range for being layed in water-bed face are 0mm~2000mm.Also It is that scraper plate 12 at discharge port 1553 can be in direct contact water-bed face material according to specified altitude assignment, directly material is struck off. The accuracy of blanking can not only be controlled, and can guarantee the smooth degree of material.

In one embodiment of the utility model, support construction 11 has length direction and width direction, and transport structure 13 is along branch Length direction and/or the width direction movement of support structure 11；

Scraper plate 12 includes two first scraper plates 121 and two second scraper plates 123 of connection fabric construction 11, two first scraper plates 121 Extend along the length direction perpendicular to support construction 11, and be symmetrical arranged, two second scraper plates 123 are along perpendicular to support construction 11 Width direction extends, and is symmetrical arranged.

The length direction and/or width direction of transport structure 13 along support construction 11 move carry out cloth.When needs are under When falling within the material in water-bed face and carrying out striking off processing, transport structure 11 is moved along the length direction of support construction 11, and first Scraper plate 121 can strike off material along the length direction of support construction 11；Width of the transport structure 11 along support construction 11 Direction is moved, and the second scraper plate 123 can strike off material along the width direction of support construction 11, so as to according to need The material of lower backwardness is carried out striking off processing.

In one embodiment of the utility model, support construction 11 is square structure.The namely length direction of support construction 11 It is mutually perpendicular to width direction, transport structure 13 moves carry out cloth along the orthogonal length direction and/or width direction.

Specifically, support construction 11 includes track structure 111, which has the width along support construction 11 The cross slide way 1113 that direction is laid and the longitudinal rail 1111 of the length direction laying along support construction 11, longitudinal rail 1111 Cross slide way 1113 is slidably connected to, transport structure 13 is slidably connected to longitudinal rail 1111 so that transport structure 13 can drive Fabric construction 155 is moved along the length direction and/or width direction of support construction 11.

Referring to Fig. 3, in one embodiment of the utility model, the second scraper plate 123 include connecting portion 1231 and with connecting portion 1231 The extension 1233 of connection, connecting portion 1231 are connected to fabric construction 155, and extension 1233 extends the two of fabric construction 155 Side.

Second scraper plate 123 can strike off material along the width direction of support construction 11, and the second scraper plate 123 prolongs Extending portion 1233 extends the both sides of fabric construction 155, so as to determine that the scraper plate 12 is scraped along the width direction of support construction 11 The lower backward material of flat range, effectively control strikes off shape.

In one embodiment of the utility model, connecting portion 1231 and extension 1233 set or connect in angle and form arc. Under the structure, the second scraper plate 123 non-deformability during striking off is high, is hardly damaged.Specifically, connecting portion 1231 is with prolonging The angle or the direction of arc that extending portion 1233 is formed are bent towards two second scraper plates, 123 relative direction.

In the utility model embodiment, the shape of discharge port 1553 is rectangle, the extension side of the adjacent two sides of the rectangle To consistent with the length direction of support construction 11 and width direction respectively, specifically, the first scraper plate 121 and the one of discharge port 1553 The development length of side is consistent, and the connecting portion of the second scraper plate 123 is consistent with the development length of 1553 another side wall of discharge port.

In one embodiment of the utility model, the first scraper plate 121 is additionally provided with reinforcing rib 125；

And/or second scraper plate 123 be additionally provided with reinforcing plate 126.

The setting of the reinforcing rib 125 and reinforcing plate 126 is the intensity in order to strengthen the first scraper plate 121 and the second scraper plate 123. Reinforcing rib 125 and reinforcing plate 126 are multiple.Reinforcing rib 125 is set on the one side that the first scraper plate 121 deviates from fabric construction 155；Add Strong plate 126 is set on the side that two second scraper plates 123 are oppositely arranged, and specially connects the extension 1233 and the of the second scraper plate 123 One scraper plate 121.

In one embodiment of the utility model, fabric construction 155 includes feeder 1552 and connects the discharging of feeder 1552 Portion 1554, feed inlet 1551 are set on one end that feeder 1552 deviates from discharging portion 1554, and discharge port 1553 is set on discharging portion 1554 Away from one end of feeder 1552, scraper plate 12 is connected to discharging portion 1554, and protrudes from discharging portion 1554 with discharge port 1553 One end or with discharging portion 1554 have discharge port 1553 one end flush.

Material is packed into feeder 1552 by feed inlet 1551, and by 1553 blanking of discharge port of discharging portion 1554.Scraper plate 12 Protrusion or the end at least with discharging portion 1554 flush, and simply and easily the material of lower backwardness can be struck off.

In one embodiment of the utility model, discharging portion 1554 includes two first panel 1554a being oppositely arranged and sets relatively Two second panel 1554b, first panel 1554a and second panel the 1554b head and the tail put connect, and are enclosed accommodating chamber, accommodate One end connection feeder 1552 of chamber, the other end form discharge port 1553.

The discharging portion 1554 is formed as hollow structure, and discharging portion is fallen under the material entered by feeder 1552 is direct In accommodating chamber in 1554, so as to directly be fallen by discharge port 1553, blanking operation is completed, it is simple in structure.

In one embodiment of the utility model, two first panel 1554a are gradual to 1553 direction of discharge port by feeder 1552 Draw close, and width is gradually increased by feeder 1552 to 1553 direction of discharge port, two second panel 1554b by feeder 1552 to 1553 direction of discharge port is gradually distance from, and width is gradually reduced by feeder 1553 to 1553 direction of discharge port.

The material of discharging portion 1554 is fallen by feeder 1552 can follow first panel 1554a's and second panel 155b Shape and the range for changing whereabouts so that necessary requirement is reached by the discharge port 1554b of the discharging portion 1554 material ranges fallen.

The shape of feeder 1552 is hollow cylinder, which is formed with feed inlet 1551, separately One end connects the accommodating chamber of discharging portion 1554, and the feeder 1552 of the cylinder can be matched with conveying the structure of material, just In the whereabouts of material.

In one embodiment of the utility model, support construction 11 includes supporting rack 113 and is connect with supporting rack 113 multiple Stabilizer blade 16 is adjusted, the one end for adjusting stabilizer blade 16 is supported in water-bed face, and transport structure 13 is slidably connected to supporting rack 113.By adjusting Stabilizer blade 16 is supported supporting rack 113, and the distance range in the lower surface of supporting rack 113 and water-bed face for 800mm~ 2800mm so that it is closer to the distance in the transport structure 13 moved on supporting rack 113 and water-bed face, so that fabric construction 155 The water-bed face of cloth process distance it is nearer, blanking is more accurate.

It adjusting stabilizer blade 16 and includes driving portion 162, connecting portion 163 and stabilizer blade 161, connecting portion 163 connects supporting rack 113, Stabilizer blade 161 is supported in water-bed face, and driving portion 162 connects connecting portion 163 and stabilizer blade 161, and 163 opposing feet of drive connection portion 161 move up and down, to adjust supporting rack 113 in the height in water-bed face.The driving portion 162 is hydraulic-driven structure, is specifically included The ram pot and piston rod to socket-connect, ram pot are fixedly connected with connecting portion 163, and piston rod is fixedly connected with stabilizer blade 161, ram pot and During piston rod relative motion, the height in the relatively water-bed face of supporting rack 113 can be adjusted.

Namely under the adjusting for adjusting stabilizer blade 16, the distance in supporting rack 113 and water-bed face can be in 800mm~2800mm Between be adjusted so that distance of the discharge port 1553 of fabric construction 155 apart from water-bed face can in 0mm~2000mm It adjusts.

Referring to Fig. 1 to Fig. 3, in the utility model embodiment, the length direction of support construction 11 is x~-x shown in figure Direction, the width direction of support construction 11 is y shown in figure~-y directions, the length direction of support construction 11 and the length of foundation trench Degree direction is consistent, and the width direction of support construction 11 is consistent with the width direction of foundation trench.Supporting rack 113 includes symmetrically arranged two First crossbeam 1131 and along symmetrically arranged two second cross beam 1133, two first crossbeams 1131 and two second cross beam 1133 are first Tail is connected, and multiple adjusting stabilizer blades 16 are symmetrically disposed on first crossbeam 1131 and/or second cross beam 1133, the horizontal stroke of guide rail structure 111 The extending direction of direction guiding rail 1113 along second cross beam 1133 is layed in two second cross beams 1133.

First crossbeam 1131 extends along the length direction of support construction 11, width of the second cross beam 1133 along support construction 11 Direction extends, that is, supporting rack 113 is enclosed a rectangular area, is carried out once using the automatic paver system 100 A rectangular area of the supporting rack 113 covering can be laid with by paving.

Referring to Fig. 1, in one embodiment of the utility model, buoyancy structure 18 is additionally provided in support construction 11, the buoyancy knot Structure 18 is four buoyancy columns for being set to 1133 junction of first crossbeam 1131 and second cross beam, which is hollow cylinder Body, for 10 sinking of lying device when underwater, which is capable of providing certain buoyancy, mitigates the entirety of the lying device 10 Weight.It is to be appreciated that the buoyancy structure can also be the structure that other are capable of providing buoyancy, which may be it His shape, such as square column or the shape of other regular and irregulars.

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

Referring to Fig. 4, in one embodiment of the utility model, lying device 10 further includes the silt dredging knot for being connected to transport structure 13 Structure 145, the silt dredging mouth 1451 that silt dredging structure 145 is equipped with row's silt mouth 1453 and the direction towards water-bed face extends, and equipped with connection The silt dredging actuator of silt dredging mouth 1451 and row's silt mouth 1453.

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 111 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 discharged by row's silt mouth 1453, by the silt displacement of accumulation, provide and carry out for the work that paves Prepare.

In one embodiment of the utility model, automatic paver system 100 includes the workbench 30 being set on the water surface, workbench 30 are equipped with main controller (not shown), and the transport structure 13 of main controller and lying device 10 is electrically connected, and control 13 band of transport structure Dynamic fabric construction 155 is moved in support construction 11, and discharge port 1553 is driven to pave.

Staff in being operated on workbench 30 to transport structure 13, 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 on support and ties Structure 11, main controller are 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 support construction 11 that main controller is obtained according to the location structure 17 believes the position of support construction 11 It ceases and is compared with the location information in preset area to be paved, so as to adjust the support construction 11 to designated position.Location structure 17 be specially 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 in the position on the water surface GPS (Global Positioning System, global positioning system), specially RTK (Real-time are installed Kinematic, carrier phase difference technology), three-dimensional localization knot of the measured position in specified coordinate system can be provided in real time Fruit, and reach a centimetre class precision.The location information for making the support construction got 11 is more accurate.

Inclinometer is additionally provided on supporting rack 113, main controller is electrically connected the inclinometer and adjusts stabilizer blade 16, and according to survey The angle of inclination of supporting rack 113 and the concrete shape of supporting rack 113 measured by oblique instrument are combined carries out height to adjusting stabilizer blade 16 The adjusting of degree, the height adjusting for making supporting rack 113 are more accurate.

The measurement bay is rotationally connected with supporting rack 113, and main controller is electrically connected the measurement bay, and control measurement bay is opposite to be supported Frame 113 rotates, and measurement bay is made to stretch out the water surface or be folded on supporting rack 113, when halfway the automatic paver system 100 stops work When making, main controller control measurement bay is folded to supporting rack 113, and when making the automatic paver system 100 shutdown, which will not Navigation channel is hindered, when which restarts operation, main controller controls the measurement bay to stretch out in the water surface, to branch Support 113 is positioned.

Referring to Fig. 4, in one embodiment of the utility model, which further includes material-falling hopper 151 and cloth Pipe 153, material-falling hopper 151 are set on workbench 30, one end connection material-falling hopper 151 of cloth tube 153, other end connection 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 to fabric construction 155 along cloth tube 153 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, so as 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, with reference to 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, therefore the offer cloth knot by the drive of fabric construction 155 The transport structure 13 that structure 155 moves is located at closes on water basal surface position under water, unrelated with depth of water degree, therefore the lying device 10 exists It 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, which further includes silt-sucking tube 143 and set on workbench 30 On storage organization 141, row's silt mouth 1453 of 143 one end of silt-sucking tube connection silt dredging structure 145, other end connection storage organization 141, controller electrical connection silt dredging actuator, 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 is transported to designated position carries out silt dredging.The silt dredging knot Structure 145 is during silt dredging is carried out, and the lower part of silt-sucking tube 143 is moved by the drive of silt dredging structure 145, and silt-sucking tube 143 Top be then fixed on storage organization 141, holding position is constant, which is also hardly influenced by flow.

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, main controller electrical connection actuator 51, and control actuator 51 connects branch in connector 53 During 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 It slings to adjusting stabilizer blade 16 and leaves water-bed face a distance, and be moved to next region to be paved, then by support construction 11 in the bottom Under be sunken to the bottom, until adjusting stabilizer blade 16 is supported in the water-bed face in next region to be paved, connector 53 is by manual operation or master Control device control is detached with support construction 11, and lying device 10 carries out the work that paves next time.

The automatic paver system 100 employs the operation of automation, on the workbench 30 of staff on the water The underwater work that paves is operated and monitored, need not almost carry out underwater operation, ensure that the safety of staff, and certainly The control process of dynamicization so that the construction efficiency that underwater cloth is carried out with the automatic paver system 100 is high.

With reference to Fig. 3 and Fig. 4, 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, is bundled in the branch of support construction 11 On support 113, main controller control starts motor, and support construction 11 is sling a distance by wirerope, and the platform that proceeds with one's work is along base After the length direction movement certain distance of slot, main controller control motor drives wirerope by 113 sinking of supporting rack in next to be paved Region.

It is to be appreciated that the connector 53 can also be link, main controller control actuator (motor or cylinder) 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 supporting rack 113 or the link and is fixed on automatically by the control of main controller by screw or buckle structure Supporting rack 113, then under the further control of main controller, which is moved to next area to be paved by supporting rack 113 Domain.

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 the smooth degree in the region to be paved for being laid with material can be detected, and result is anti- Main controller is fed to, carries out further work.

Workbench 30 can include the first workbench 31, the second workbench 33 and third workbench 35, the first workbench 31 For setting main controller and material-falling hopper 151, 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, the main controller for driving silt dredging actuator can also be set to this second Workbench 33, the storage organization 141 transmit the mud to come up by silt dredging structure 145 for storing by silt-sucking tube 143.Third work Make platform 35 for setting folding structure 50, and in the master control that the electrical connection folding structure 50 is provided on the third workbench 35 Device, the actuator 51 of main controller control folding structure 50 move, and drive connection part 53 performs action.

The method of work 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 of foundation trench that the bottom is dug in advance is divided into the multiple regions to be paved continuously set along its length, each to treat The region that paves is divided into multiple blocks continuously set again, and the range of each block can be according to the discharging of fabric construction 155 Mouthfuls 1553 size matches division.Can each area 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 set 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 Into.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 so that the inventory that fabric construction 155 is laid with is more accurate, be 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 in support construction 11 according to intended trajectory, should Intended trajectory can be " Z " font.

Specifically, main controller control transport structure 13 in support construction 11 according to intended trajectory in moving, and obtain transport The real-time position information of structure 13, when the real-time position information of transport structure 13 and the block locations information phase in region to be paved 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- Be fed to main controller, main controller according to the second flat value information control the material-falling hopper 151 or fabric construction to 155 area to be paved 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, main controller control 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 is equipped with location structure 17, 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, along movement locus moving support structure extremely 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, supporting rack 113 is adjusted in the height in water-bed face so as to control to adjust stabilizer blade 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 control folding and unfolding The support construction 11 of lying device 10 by connector 53 is sling to adjusting stabilizer blade 16 and leaves water-bed face certain altitude by structure 50, And with reference to the location information that location structure provides, support construction 11 is moved to next region to be paved, so as to carry out next treat Pave region rubble be 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 Put 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/is used in other related technical areas indirectly and is included in the scope of patent protection of the utility model.

Claims (11)

1. a kind of automatic paver system with scraper-type material-falling hopper, which is characterized in that including lying device, the dress that paves Put including：

Support construction, the support construction are supported in water-bed face；

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

Fabric construction, the fabric construction have for material by inlet port and outlet port, the discharge port is towards water-bed face Extension, the transport structure drive the fabric construction to be moved in the support construction, and the discharge port is driven to carry out cloth；Institute It states fabric construction and is connected with the scraper plate struck off to material, the scraper plate is enclosed set on the outside of the discharge port.

2. there is the automatic paver system of scraper-type material-falling hopper as described in claim 1, which is characterized in that the support knot Structure has length direction and width direction, and the transport structure is transported along the length direction and/or width direction of the support construction It is dynamic；

The scraper plate includes two first scraper plates and two second scraper plates that connect the fabric construction, and two first scraper plates are along vertically Extend in the length direction of the support construction, and be symmetrical arranged, two second scraper plates are along perpendicular to the support construction Width direction extends, and is symmetrical arranged.

3. there is the automatic paver system of scraper-type material-falling hopper as claimed in claim 2, which is characterized in that the support knot Structure is square structure.

4. there is the automatic paver system of scraper-type material-falling hopper as claimed in claim 2, which is characterized in that described second scrapes Plate includes connecting portion and the extension being connect with the connecting portion, and the connecting portion is connected to institute away from the side of the extension Fabric construction is stated, the extension extends the both sides of the fabric construction.

5. there is the automatic paver system of scraper-type material-falling hopper as claimed in claim 4, which is characterized in that the connecting portion It sets or connects in angle with extension and form arc.

6. there is the automatic paver system of scraper-type material-falling hopper as claimed in claim 4, which is characterized in that described first scrapes Plate is additionally provided with reinforcing rib；

And/or second scraper plate is additionally provided with reinforcing plate.

7. as claim 1 to 6 any one of them has the automatic paver system of scraper-type material-falling hopper, which is characterized in that The fabric construction includes feeder and connects the discharging portion of the feeder, and the feed inlet is set on the feeder and deviates from institute One end of discharging portion is stated, the discharge port is set on one end that the discharging portion deviates from the feeder, and the scraper plate is connected to institute Discharging portion is stated, and protrudes from the one end or neat with the one end of the discharging portion with discharge port of the discharging portion with discharge port It is flat.

8. there is the automatic paver system of scraper-type material-falling hopper as claimed in claim 7, which is characterized in that the discharging portion Including two first panels being oppositely arranged and two second panels being oppositely arranged, the first panel and second panel head and the tail connect It connects, is enclosed accommodating chamber, one end of the accommodating chamber connects the feeder, and the other end forms the discharge port.

9. there is the automatic paver system of scraper-type material-falling hopper as claimed in claim 8, which is characterized in that two described first Panel is gradually drawn close by feeder to discharge port direction, and width is gradually increased by feeder to discharge port direction, and two described Two panels are gradually distance from by the feeder to discharge port direction, and width is gradually subtracted by the feeder to discharge port direction It is small.

10. the automatic paver system with scraper-type material-falling hopper as described in any in claim 1 to 6, which is characterized in that The workbench on the water surface is further included, the workbench is equipped with main controller, the transport of the main controller and the lying device Structure is electrically connected, and is controlled the transport structure that the fabric construction is driven to be moved in the support construction, is driven the discharging Mouth paves.

11. there is the automatic paver system of scraper-type material-falling hopper as claimed in claim 10, which is characterized in that described automatic Paver system further includes material-falling hopper and cloth tube, and the material-falling hopper is set on the workbench, and one end of the cloth tube connects The material-falling hopper, the other end connect 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.