CN110469115A - A kind of wind-driven generator concrete towers forming table shaping apparatus - Google Patents
A kind of wind-driven generator concrete towers forming table shaping apparatus Download PDFInfo
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- CN110469115A CN110469115A CN201910802114.0A CN201910802114A CN110469115A CN 110469115 A CN110469115 A CN 110469115A CN 201910802114 A CN201910802114 A CN 201910802114A CN 110469115 A CN110469115 A CN 110469115A
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- concrete
- laying
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- 239000004567 concrete Substances 0.000 title claims abstract description 118
- 238000007493 shaping process Methods 0.000 title claims abstract description 17
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 259
- 239000010959 steel Substances 0.000 claims abstract description 259
- 238000010276 construction Methods 0.000 claims abstract description 248
- 238000001514 detection method Methods 0.000 claims abstract description 113
- 238000000465 moulding Methods 0.000 claims abstract description 42
- 238000003466 welding Methods 0.000 claims description 136
- 238000004891 communication Methods 0.000 claims description 70
- 239000002689 soil Substances 0.000 claims description 18
- 238000002604 ultrasonography Methods 0.000 claims description 10
- 239000007921 spray Substances 0.000 claims description 9
- 230000015271 coagulation Effects 0.000 claims description 7
- 238000005345 coagulation Methods 0.000 claims description 7
- 230000003028 elevating effect Effects 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 5
- 238000007667 floating Methods 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 3
- 239000011178 precast concrete Substances 0.000 abstract description 3
- 238000005516 engineering process Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 5
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000005611 electricity Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000012634 fragment Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000011897 real-time detection Methods 0.000 description 1
- 238000005476 soldering Methods 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/04—Devices for both conveying and distributing
- E04G21/0418—Devices for both conveying and distributing with distribution hose
- E04G21/0445—Devices for both conveying and distributing with distribution hose with booms
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03D—WIND MOTORS
- F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
- F03D13/20—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/728—Onshore wind turbines
Abstract
The invention discloses a kind of wind-driven generator concrete towers forming table shaping apparatus, belong to automated assembly technology field comprising pylon forms machine support, concrete NDT unit, steel construction laying unit, concreting unit and pylon molding machine control centre.The present invention can not only realize that the scene automation of concrete tower pours, avoid the intermediate steps such as precast concrete transport and installation, save human resources, certain promotion is played for reducing concrete tower molding expense, and can realize the shaping period real-time online detection of concrete tower size, hardness, internal flaw, to effectively ensure the overall security of concrete tower.
Description
Technical field
The invention belongs to automated assembly technology fields, and in particular to a kind of wind-driven generator concrete towers forming table shaping apparatus.
Background technique
Relative to conventional wind generate electricity pylon, concrete tower because its price is less expensive, using it is practical, transport it is more convenient
The features such as and be used widely.Concrete tower, which is suitable for wind-power electricity generation, not only can effectively improve the height of blower, and
And the microphonics of blower can also be reduced, more, higher space is provided for large size blade applications.Currently, concrete towers
Frame mostly uses prefabricated mode, is installed by live fragment and realizes that the molding of concrete tower is installed, at high cost and prefabricated is each
A component is low with site environment matching degree.
Summary of the invention
The purpose of the present invention is to solve the problems that exists in the prior art, and a kind of wind-driven generator concrete proposed
Pylon molding machine, it is therefore intended that realize that the scene automation of concrete tower pours, save transport and field erected link, drop
Low pylon cost；It is to realize the real-time detection of concrete tower, the overall security of effective guarantee concrete tower.
To achieve the goals above, present invention employs following technical solutions:
A kind of wind-driven generator concrete towers forming table shaping apparatus, including pylon molding machine support, concrete NDT unit, steel construction apply
If unit, concreting unit and pylon molding machine control centre.
As a further preferred solution, the pylon molding machine support includes bracket base, the fixed company of bracket base
Connect hole, Telescopic cylindrical lift, elevator control port, bracket top plate and bracket top plate fixedly connected hole；It is distributed on bracket base
There are several bracket base fixedly connected holes, several bracket top plate fixedly connected holes, Telescopic cylindrical lift are distributed in bracket top plate
Elevator control port is provided between bracket base and bracket top plate, on Telescopic cylindrical lift.
As a further preferred solution, the concrete NDT unit is by detection unit output port, detection unit
Chassis, detection unit chassis fixation hole, first detection unit vertical lifting bar, first detection unit steering unit, the first detection
Unit horizontal telescopic rod, second detection unit steering unit, concrete ultrasound unit, mixes second detection unit vertical lifting bar
Solidifying soil reisilometer detection unit and concrete laser detection unit；Detection unit output port is located at detection unit chassis side,
Detection unit chassis fixed hole position is installed on detection unit bottom in detection unit tray bottom, first detection unit vertical lifting bar
On disk, one end of first detection unit steering unit is inserted in first detection unit vertical lifting bar, and first detection unit is horizontal
One end of telescopic rod is inserted in the other end of first detection unit steering unit, and one end of second detection unit vertical lifting bar is inserted
It is placed in the other end of first detection unit horizontal extension bar, second detection unit steering unit is located at second detection unit and vertically rises
The other end of bar drops, and concrete ultrasound unit, concrete bouncing back instrument detection unit, concrete laser detection unit are installed in the
On two detection unit steering units.
As a further preferred solution, the steel construction laying unit includes steel construction laying welding unit and steel knot
Structure lays feeding unit；
The steel construction laying feeding unit includes steel construction laying welding unit output port, steel construction laying welding unit bottom
Disk, steel construction laying welding unit chassis fixation hole, the first steel construction laying welding unit vertical lifting bar, the first steel construction apply
If it is perpendicular that welding unit steering unit, the first steel construction lay welding unit horizontal extension bar, the second steel construction laying welding unit
Welding unit welding tool element is laid to elevating lever, the second steel construction laying welding unit steering unit and steel construction；Steel construction applies
If welding unit output port is located at steel construction laying welding unit chassis side, steel construction lays welding unit chassis fixation hole
Welding unit tray bottom is laid positioned at steel construction, the first steel construction laying welding unit vertical lifting bar is installed on steel construction and applies
If on welding unit chassis, one end of the first steel construction laying welding unit steering unit is inserted in the laying welding of the first steel construction
Unit vertical lifting bar, one end of the first steel construction laying welding unit horizontal extension bar are inserted in the laying welding of the first steel construction
The other end of unit steering unit, one end of the second steel construction laying welding unit vertical lifting bar are inserted in the first steel construction and apply
If the other end of welding unit horizontal extension bar, the second steel construction laying welding unit steering unit is located at the laying of the second steel construction
The other end of welding unit vertical lifting bar, steel construction laying welding unit welding tool element are mounted on the laying welding of the second steel construction
On unit steering unit；
The steel construction laying feeding unit includes steel construction laying feeding unit output port, steel construction laying feeding unit bottom
Disk, steel construction laying feeding unit chassis fixation hole, the first steel construction laying feeding unit vertical lifting bar, steel construction laying are sent
Material unit feed bin, the first steel construction laying feeding unit steering unit, the first steel construction laying welding unit feeding telescopic rod, the
Two steel constructions lay feeding unit vertical lifting bar, the second steel construction laying feeding unit steering unit and steel construction and lay feeding
Unit clamping element；Steel construction laying feeding unit output port and steel construction laying feeding unit feed bin are respectively positioned on steel construction and apply
If feeding unit chassis side, steel construction lays feeding unit chassis fixed hole position and lays feeding unit chassis bottom in steel construction
Portion, steel construction laying feeding unit feed bin are installed on steel construction laying feeding unit chassis, and the first steel construction lays feeding list
One end of first steering unit is inserted in steel construction laying feeding unit feed bin, and the first steel construction lays welding unit feeding telescopic rod
One end be inserted in the first steel construction laying feeding unit steering unit the other end, the second steel construction lay feeding unit it is vertical
One end of elevating lever is inserted in the other end of the first steel construction laying welding unit feeding telescopic rod, and the second steel construction lays feeding
Unit steering unit is located at the other end of the second steel construction laying feeding unit vertical lifting bar, and the second steel construction lays feeding list
On first steering unit there is steel construction to lay feeding unit clamping element.
As a further preferred solution, the concreting unit include concreting unit communication port,
Concreting unit base, concreting unit connecting hole, the first concreting baffle vertical lifting bar, concrete pour
Build baffle feed bin, the first concreting baffle steering unit, the first concreting baffle horizontal extension bar, the second concrete
Pour baffle vertical lifting bar, the second concreting baffle steering unit, concreting baffle clamping element, the first coagulation
Soil pour tool vertical lifting bar, the first concreting tool steering unit, the first concreting tool level telescopic rod,
Second concreting tool vertical lifting bar, the second concrete cutting tool baffle steering unit, concreting tool mounting table,
Concreting concrete gun, concreting Switch of spray pistol, concreting baffle fastening tool and concreting are smeared
Flat tool；Concreting unit communication port is located at concreting unit base side；Concreting unit connecting hole
Positioned at concreting unit base bottom；Concreting baffle feed bin and concreting tool mounting table are located at concrete
Unit base side is poured, concreting concrete gun, concreting Switch of spray pistol, concreting baffle fasten work
Tool and concreting smooth out tool and are located on concreting tool mounting table；First concreting baffle vertical lifting bar
It is located in concreting unit base with the first concreting tool vertical lifting bar；First concreting tool turns to
One end of unit is inserted in the first concreting tool vertical lifting bar, and the one of the first concreting tool level telescopic rod
End is inserted in the other end of the first concreting tool steering unit, one end of the second concreting tool vertical lifting bar
It is inserted in the other end of the first concreting tool level telescopic rod, the second concrete cutting tool baffle steering unit is located at second
The other end of concreting tool vertical lifting bar；It is mixed that one end of first concreting baffle steering unit is inserted in first
Solidifying soil pours baffle vertical lifting bar, and one end of the first concreting baffle horizontal extension bar is inserted in the first concreting
The other end of baffle steering unit, one end of the second concreting baffle vertical lifting bar are inserted in the first concreting gear
The other end of plate horizontal extension bar, the second concreting baffle steering unit are located at the second concreting baffle vertical lifting
The other end of bar, concreting baffle clamping element are located on the second concreting baffle steering unit.
As a further preferred solution, pylon molding machine control centre includes pylon molding machine control centre list
Member, pylon molding machine support communication port, concrete NDT unit communication port, steel construction laying welding unit communication port,
Steel construction lays feeding unit communication port and concreting unit communication port；Wherein, pylon forms machine support communication ends
Mouth, concrete NDT unit communication port, steel construction laying welding unit communication port, steel construction lay feeding unit communication ends
Mouthful and concreting unit communication port connect respectively with pylon molding machine control centre unit；Pylon forms machine support communication
Port is connect with elevator control port；Concrete NDT unit communication port is connect with detection unit output port；Steel construction
Laying welding unit communication port is connect with steel construction laying welding unit output port, and steel construction lays feeding unit communication ends
Mouth is connect with steel construction laying feeding unit output port；Concreting unit communication port and concreting unit communication
Port connection.
Compared with prior art, one of present invention wind-driven generator concrete towers forming table shaping apparatus can not only be realized mixed
The scene automation of solidifying soil pylon pours, and avoids the intermediate steps such as precast concrete transport and installation, saves human resources, for
It reduces concrete tower molding expense and plays certain promotion, and can realize concrete tower size, hardness, internal flaw
Shaping period real-time online detection, thus effectively ensure concrete tower overall security.
Detailed description of the invention
Fig. 1 is a kind of schematic diagram of wind-driven generator concrete towers forming table shaping apparatus；
Fig. 2 is pylon molding machine support schematic diagram；
Fig. 3 is concrete NDT cell schematics；
Fig. 4 is that steel construction lays welding unit schematic diagram；
Fig. 5 is that steel construction lays feeding unit schematic diagram；
Fig. 6 is concreting cell schematics；
Fig. 7 is pylon molding machine control centre schematic diagram；
In figure: 1- pylon molding machine support, 2- concrete NDT unit, 3- steel construction laying unit, 4- concreting unit,
5- pylon molding machine control centre, 101- bracket base, 102- bracket base fixedly connected hole, 103- Telescopic cylindrical lift,
104- elevator control port, 105- bracket top plate, 106- bracket top plate fixedly connected hole 201- detection unit output port,
202- detection unit chassis, 203- detection unit chassis fixation hole, 204- detection unit vertical lifting bar 1,205- first are detected
Unit steering unit, 206- first detection unit horizontal extension bar, 207- second detection unit vertical lifting bar, 208- second are examined
Survey unit steering unit, 209- concrete ultrasound unit, 210- concrete bouncing back instrument detection unit, 211- concrete laser detection
Unit, 31- steel construction lay welding unit, and 32- steel construction lays feeding unit, and 3101- steel construction lays welding unit output
Port, 3102- steel construction lay welding unit chassis, and 3103- steel construction lays welding unit chassis fixation hole, 3104- first
Steel construction lays welding unit vertical lifting bar, and the first steel construction of 3105- lays welding unit steering unit, the first steel of 3106-
Structure lays welding unit horizontal extension bar, and the second steel construction of 3107- lays welding unit vertical lifting bar 3108- the second steel knot
Structure lays welding unit steering unit, and 3109- steel construction lays welding unit welding tool element, and 3201- steel construction lays feeding list
First output port, 3202- steel construction lay feeding unit chassis, and 3203- steel construction lays feeding unit chassis fixation hole,
3204- steel construction lays feeding unit feed bin, and the first steel construction of 3205- lays feeding unit vertical lifting bar, the first steel of 3206-
Structure lays feeding unit steering unit, and the first steel construction of 3207- lays welding unit feeding telescopic rod, 3208- the second steel knot
Structure lays feeding unit vertical lifting bar, and the second steel construction of 3209- lays feeding unit steering unit, the laying of 3210- steel construction
Feeding unit clamping element, 401- concreting unit communication port, 402- concreting unit base, 403- concrete
Pour unit connecting hole, 404- the first concreting baffle vertical lifting bar, 405- concreting baffle feed bin, 406-
One concreting baffle steering unit, 407- the first concreting baffle horizontal extension bar, the second concreting of 408-
Baffle vertical lifting bar, 409- the second concreting baffle steering unit, 410- concreting baffle clamping element, 411-
First concreting tool vertical lifting bar, 412- the first concreting tool steering unit, the first concrete of 413- pour
Tool level telescopic rod, 414- the second concreting tool vertical lifting bar are built, 415- the second concrete cutting tool baffle turns to
Unit, 416- concreting tool mounting table, 417- concreting concrete gun, 418- concreting spray gun are opened
It closes, 419- concreting baffle fastening tool, 420- concreting smoothes out tool, and 501- pylon molding machine control centre is single
Member, 502- pylon form machine support communication port, 503- concrete NDT unit communication port, 504- steel construction laying welding list
First communication port, 505- steel construction lay feeding unit communication port, 506- concreting unit communication port.
Specific embodiment
The present invention is described further with specific implementation example with reference to the accompanying drawing.
A kind of wind-driven generator concrete towers forming table shaping apparatus mainly includes pylon molding machine support 1, concrete NDT unit
2, steel construction laying unit 3, concreting unit 4 and pylon molding machine control centre 5.
Pylon form machine support 1 include bracket base 101, bracket base fixedly connected hole 102, Telescopic cylindrical lift 103,
Elevator control port 104, bracket top plate 105 and bracket top plate fixedly connected hole 106 form.Bracket base fixedly connected hole
102 make embedded connection with bracket base 101；Telescopic cylindrical lift 103 is connect with bracket base 101；Elevator control port
104 connect with Telescopic cylindrical lift 103；Bracket top plate 105 is connect with 103 upper surface of Telescopic cylindrical lift；Bracket top plate is fixed
Connecting hole 106 and bracket top plate 105 make embedded connection.
Pylon forms the communication that machine support 1 forms machine support communication port 502 and elevator control port 104 by pylon
The control signal of pylon molding machine control centre 5 is received, control Telescopic cylindrical lift 103 moves up and down；Bracket base is fixed to be connected
It connects hole 102 and realizes that bracket base 101 is fixed；Bracket top plate fixedly connected hole 106 realizes that pylon molding machine support 1 and concrete are examined
Survey the stationarity connection of unit 2, steel construction laying unit 3, concreting unit 4.
Concrete NDT unit 2 is fixed by detection unit output port 201, detection unit chassis 202, detection unit chassis
Hole 203, first detection unit vertical lifting bar 204, first detection unit steering unit 205, first detection unit horizontal extension
Bar 206, second detection unit steering unit 208, concrete ultrasound unit 209, mixes second detection unit vertical lifting bar 207
Solidifying soil reisilometer detection unit 210 and concrete laser detection unit 211 form.Detection unit output port 201 and detection are single
First chassis 202 connects；Embedded connection is made on detection unit chassis fixation hole 203 and detection unit chassis 202；First detection unit
Vertical lifting bar is connect with detection unit chassis 202；First detection unit steering unit 205 and first detection unit vertical lifting
Rod set connects；First detection unit horizontal extension bar 206 and first detection unit steering unit 205 are socketed；Second detection unit is perpendicular
It is socketed to elevating lever 207 and first detection unit horizontal extension bar 206；Second detection unit steering unit 208 and the second detection
Unit vertical lifting bar 207 connects；Concrete ultrasound unit 209, concrete bouncing back instrument detection unit 210 and the inspection of concrete laser
Unit 211 is surveyed to connect with second detection unit steering unit 208.
Concrete NDT unit 2 passes through the logical of concrete NDT unit communication port 503 and detection unit output port 201
Letter receives the control signal of pylon molding machine control centre 5.Detection unit chassis 202 passes through detection unit chassis fixation hole 203
Realization is connect with bracket top plate fixedly connected hole 106 to connect with bracket top plate 105；Concrete NDT unit 2 passes through the first detection
Unit vertical lifting bar 204, first detection unit steering unit 205, first detection unit horizontal extension bar 206, second detect
Unit vertical lifting bar 207, second detection unit steering unit 208 are realized to concrete ultrasound unit 209, concrete bouncing back instrument
The adjustment of 211 spatial position of detection unit 210 and concrete laser detection unit, to realize concrete ultrasound unit 209, mix
Solidifying soil reisilometer detection unit 210 and concrete laser detection unit 211 are to wind-driven generator concrete tower Forming Quality
Detection；Concrete ultrasound unit 209, concrete bouncing back instrument detection unit 210 and the detection gained of concrete laser detection unit 211
Signal is sent by concrete NDT unit communication port 503 and detection unit output port 201 to control centre 5.
Steel construction lays unit 3 and lays welding unit 31 and steel construction laying feeding unit 32 by steel construction, wherein steel knot
Structure laying feeding unit 31 lays welding unit output port 3101 by steel construction, steel construction lays welding unit chassis 3102,
Steel construction lays welding unit chassis fixation hole 3103, the first steel construction lays welding unit vertical lifting bar 3104, the first steel
Structure lays welding unit steering unit 3105, the first steel construction lays welding unit horizontal extension bar 3106, the second steel construction
Lay welding unit vertical lifting bar 3107, the second steel construction laying welding unit steering unit 3108 and steel construction laying welding
Unit welding tool element 3109 forms；Steel construction lays feeding unit 32 and lays feeding unit output port 3201, steel by steel construction
Structure lays feeding unit chassis 3202, steel construction laying feeding unit chassis fixation hole 3203, steel construction laying feeding unit
Feed bin 3204, the first steel construction laying feeding unit vertical lifting bar 3105, the first steel construction lay feeding unit steering unit
3206, the first steel construction laying welding unit feeding telescopic rod 3207, the second steel construction lay feeding unit vertical lifting bar
3208, the second steel construction laying feeding unit steering unit 3209 and steel construction laying feeding unit clamping element 3210 form.
Steel construction lays welding unit output port 3101 and connect with steel construction laying welding unit chassis 3102；Steel construction laying welding
Embedded connection is made on unit chassis fixation hole 3103 and steel construction laying welding unit chassis 3102；The laying welding of first steel construction
Unit vertical lifting bar 3104 is connect with steel construction laying welding unit chassis 3102；First steel construction lays welding unit and turns to
Unit 3105 and the first steel construction laying welding unit vertical lifting bar 3104 are socketed；It is horizontal that first steel construction lays welding unit
Telescopic rod 3106 and the first steel construction laying welding unit steering unit 3105 are socketed；It is vertical that second steel construction lays welding unit
Elevating lever 3107 and the first steel construction laying welding unit horizontal extension bar 3106 are socketed；Second steel construction lays welding unit and turns
It is socketed to unit 3108 and the second steel construction laying welding unit vertical lifting bar 3107；Steel construction lays welding unit soldering tip member
Part 3109 is connect with the second steel construction laying welding unit steering unit 3108；Steel construction lays feeding unit output port 3201
It is connect with steel construction laying feeding unit chassis 3202；Steel construction lays feeding unit chassis fixation hole 3203 and steel construction is laid
Embedded connection is made in the connection of feeding unit chassis 3202；Steel construction lays feeding unit feed bin 3204 and steel construction lays feeding list
First chassis 3202 connects；First steel construction lays feeding unit vertical lifting bar 3105 and steel construction lays feeding unit chassis
3202 connections；First steel construction lays feeding unit steering unit 3206 and the first steel construction lays feeding unit vertical lifting bar
3105 sockets；First steel construction lays welding unit feeding telescopic rod 3207 and the first steel construction lays feeding unit steering unit
3206 sockets；Second steel construction lays feeding unit vertical lifting bar 3208 and the laying welding unit feeding of the first steel construction is flexible
Bar 3207 is socketed；Second steel construction lays feeding unit steering unit 3209 and the second steel construction lays feeding unit vertical lifting
Bar 3208 connects；Steel construction lays feeding unit clamping element 3210 and the second steel construction lays feeding unit steering unit 3209
Connection.
Steel construction lays steel construction laying welding unit 31 in unit 3 and passes through steel construction laying welding unit communication port
504 receive the control signal of pylon molding machine control centre 5 with the communication of steel construction laying welding unit output port 3101.Steel
Structure lays welding unit chassis 3102 and lays welding unit chassis fixation hole 3103 and the fixed company of bracket top plate by steel construction
The connection realization of hole 106 is connect to connect with bracket top plate 105；It is single by the laying welding of the first steel construction that steel construction lays welding unit 31
First vertical lifting bar 3104, the first steel construction laying welding unit steering unit 3105, the first steel construction lay welding unit water
Flat telescopic rod 3106, the second steel construction laying welding unit vertical lifting bar 3107 and the second steel construction laying welding unit turn to
The spatial displacements of unit 3108 realize the variation of steel construction laying 3109 spatial position of welding unit welding tool element；Steel construction laying
The control signal that welding unit 31 receives pylon molding machine control centre 5, which is realized, lays welding unit welding tool element to steel construction
Whether 3109 start the control of welding.
Steel construction lays steel construction laying feeding unit 32 in unit 3 and passes through steel construction laying feeding unit communication port
505 receive the control signal of pylon molding machine control centre 5 with the communication of steel construction laying feeding unit output port 3201.Steel
Structure lays feeding unit chassis 3202 and lays feeding unit chassis fixation hole 3203 and the fixed company of bracket top plate by steel construction
The connection realization of hole 106 is connect to connect with bracket top plate 105；Steel construction lays feeding unit 32 and lays feeding list by the first steel construction
First vertical lifting bar 3105, the first steel construction laying feeding unit steering unit 3206, the first steel construction laying welding unit are sent
Expect that telescopic rod 3207, the second steel construction laying feeding unit vertical lifting bar 3208, the second steel construction laying feeding unit turn to
The spatial displacements of unit 3209 realize the variation of steel construction laying 3210 spatial position of feeding unit clamping element；Steel construction laying
The control signal that feeding unit 32 receives pylon molding machine control centre 5, which is realized, lays feeding unit clamping element to steel construction
3210 realize the crawl control of steel construction laying material from steel construction laying feeding unit feed bin 3204.
Concreting unit 4 is by concreting unit communication port 401, concreting unit base 402, coagulation
Soil pours unit connecting hole 403, the first concreting baffle vertical lifting bar 404, concreting baffle feed bin 405,
One concreting baffle steering unit 406, the first concreting baffle horizontal extension bar 407, the second concreting gear
Plate vertical lifting bar 408, the second concreting baffle steering unit 409, concreting baffle clamping element 410, first
Concreting tool vertical lifting bar 411, the first concreting tool steering unit 412, the first concreting tool
Horizontal extension bar 413, the second concreting tool vertical lifting bar 414, the second concrete cutting tool baffle steering unit 415,
Concreting tool mounting table 416, concreting concrete gun 417, concreting Switch of spray pistol 418, concrete
It pours baffle fastening tool 419 and concreting smoothes out tool 420 and forms.Concreting unit communication port 401 and mixed
Solidifying soil pours the connection of unit base 402；Concreting unit connecting hole 403 and concreting unit communication port 401 are made
Embedded connection；First concreting baffle vertical lifting bar 404 is connect with concreting unit base 402；Concrete
Baffle feed bin 405 is poured to connect with concreting unit base 402；First concreting baffle steering unit 406 and
The socket of one concreting baffle vertical lifting bar 404；First concreting baffle horizontal extension bar 407 and the first concrete
Pour the socket of baffle steering unit 406；Second concreting baffle vertical lifting bar 408 and the first concreting baffle water
Flat telescopic rod 407 is socketed；Second concreting baffle steering unit 409 and the second concreting baffle vertical lifting bar
408 sockets；Concreting baffle clamping element 410 is connect with the second concreting baffle steering unit 409；First coagulation
Soil pours tool vertical lifting bar 411 and connect with concreting unit base 402；First concreting tool steering unit
412 and first concreting tool vertical lifting bar 411 be socketed；First concreting tool level telescopic rod 413 and
The socket of one concreting tool steering unit 412；Second concreting tool vertical lifting bar 414 is poured with the first concrete
Build the socket of tool level telescopic rod 413；Second concrete cutting tool baffle steering unit 415 and the second concreting tool are vertical
Elevating lever 414 connects；Concreting tool mounting table 416 is connect with concreting unit base 402；Concreting is mixed
Solidifying soil spray gun 417, concreting baffle fastening tool 419 and concreting smooth out tool 420 according to fixed bit placement location
In in the card slot of concreting tool mounting table 416；Concreting Switch of spray pistol 418 and concreting concrete gun
417 connections.
Concreting unit 4 passes through concreting unit communication port 506 and concreting unit communication port
The communication of 401 connections receives the control signal of pylon molding machine control centre 5.Concreting unit base 402 passes through coagulation
Soil pour unit connecting hole 403 connect with bracket top plate fixedly connected hole 106 realization connect with bracket top plate 105；Concrete pours
It builds unit 4 and passes through the first concreting baffle vertical lifting bar 404, the first concreting baffle steering unit 406, first
Concreting baffle horizontal extension bar 407, the second concreting baffle vertical lifting bar 408, the second concreting gear
The variation of the realization of plate steering unit 409 410 spatial position of concreting baffle clamping element；Concreting unit 4 receives
The control signal of pylon molding machine control centre 5 realizes concreting baffle clamping element 410 from concreting baffle material
The loading or unloading operation of the realization of storehouse 405 concreting baffle；Concreting unit 4 is vertically risen by the first concreting tool
It is mixed that bar 411, the first concreting tool steering unit 412, the first concreting tool level telescopic rod 413, second drop
Solidifying soil pours the variation adjustment that tool vertical lifting bar 414 realizes 415 spatial position of the second concrete cutting tool baffle steering unit；
It is single that the control signal that concreting unit 4 receives pylon molding machine control centre 5 realizes that the second concrete cutting tool baffle turns to
Member 415 fastens work to concreting concrete gun 417, concreting baffle from concreting tool mounting table 416
Tool 419 and concreting smooth out the single loading or unloading operation of tool 420；Concreting unit 4 passes through concreting spray gun
Switch 418 realizes the control whether 417 concrete of concreting concrete gun spurts；Concreting baffle fastening tool
419 for realizing the fastening of concreting baffle with 410 joint operation of concreting baffle clamping element；Concreting
Floating tool 420 realizes the floating function of concrete after the spraying of concreting concrete gun 417 receives.
Pylon molding machine control centre 5 is mainly logical including pylon molding machine control centre unit 501, pylon molding machine support
Believe port 502, concrete NDT unit communication port 503, steel construction laying welding unit communication port 504, steel construction laying
Feeding unit communication port 505 and concreting unit communication port 506 form.Pylon molding machine support communication port 502,
Concrete NDT unit communication port 503, steel construction laying welding unit communication port 504, steel construction laying feeding unit are logical
Letter port 505 and concreting unit communication port 506 are connect with pylon molding machine control centre unit 501；Pylon molding
Machine support communication port 502 is connect with elevator control port 104；Concrete NDT unit communication port 503 and detection unit
Output port 201 connects；Steel construction lays welding unit communication port 504 and steel construction lays welding unit output port 3101
Connection, steel construction lay feeding unit communication port 505 and connect with steel construction laying feeding unit output port 3201；Concrete
Unit communication port 506 is poured to connect with concreting unit communication port 401.
The present invention can not only realize that the scene automation of concrete tower pours, and avoid precast concrete transport and installation etc.
Intermediate steps save human resources, play certain promotion for reducing concrete tower molding expense, and can realize mixed
The shaping period real-time online detection of solidifying soil pylon size, hardness, internal flaw, to effectively ensure the entirety of concrete tower
Safety.
Claims (6)
1. a kind of wind-driven generator concrete towers forming table shaping apparatus, it is characterised in that: form machine support (1), concrete including pylon
Detection unit (2), steel construction laying unit (3), concreting unit (4) and pylon molding machine control centre (5).
2. a kind of wind-driven generator concrete towers forming table shaping apparatus according to claim 1, it is characterised in that: the pylon at
Type machine support (1) includes bracket base (101), bracket base fixedly connected hole (102), Telescopic cylindrical lift (103), elevator
Control port (104), bracket top plate (105) and bracket top plate fixedly connected hole (106)；Bracket base (101) if on be distributed with
Several bracket top plate fixedly connected holes (106) are distributed in bracket top plate (105) in dry bracket base fixedly connected hole (102), cover
Cylinder formula elevator (103) is located between bracket base (101) and bracket top plate (105), and Telescopic cylindrical lift is provided on (103)
Elevator control port (104).
3. a kind of wind-driven generator concrete towers forming table shaping apparatus according to claim 2, it is characterised in that: the concrete
Detection unit (2) by detection unit output port (201), detection unit chassis (202), detection unit chassis fixation hole (203),
First detection unit vertical lifting bar (204), first detection unit steering unit (205), first detection unit horizontal extension bar
(206), second detection unit vertical lifting bar (207), second detection unit steering unit (208), concrete ultrasound unit
(209), concrete bouncing back instrument detection unit (210) and concrete laser detection unit (211)；Detection unit output port
(201) it is located at detection unit chassis (202) side, detection unit chassis fixation hole (203) is located at detection unit chassis (202) bottom
Portion, first detection unit vertical lifting bar (204) are installed on detection unit chassis (202), first detection unit steering unit
(205) one end is inserted in first detection unit vertical lifting bar (204), and the one of first detection unit horizontal extension bar (206)
End is inserted in the other end of first detection unit steering unit (205), and one end of second detection unit vertical lifting bar (207) is inserted
It is placed in the other end of first detection unit horizontal extension bar (206), second detection unit steering unit (208) is located at the second detection
The other end of unit vertical lifting bar (207), concrete ultrasound unit (209), are mixed at concrete bouncing back instrument detection unit (210)
Solidifying soil laser detection unit (211) is installed on second detection unit steering unit (208).
4. a kind of wind-driven generator concrete towers forming table shaping apparatus according to claim 3, it is characterised in that: the steel construction
Laying unit (3) includes steel construction laying welding unit (31) and steel construction laying feeding unit (32)；
Steel construction laying feeding unit (31) includes steel construction laying welding unit output port (3101), steel construction laying
Welding unit chassis (3102), steel construction laying welding unit chassis fixation hole (3103), the first steel construction lay welding unit
Vertical lifting bar (3104), the first steel construction laying welding unit steering unit (3105), the first steel construction lay welding unit
Horizontal extension bar (3106), the second steel construction laying welding unit vertical lifting bar (3107), the laying welding of the second steel construction are single
First steering unit (3108) and steel construction laying welding unit welding tool element (3109)；Steel construction lays welding unit output port
(3101) it is located at steel construction and lays welding unit chassis (3102) side, steel construction lays welding unit chassis fixation hole (3103)
Welding unit chassis (3102) bottom is laid positioned at steel construction, the first steel construction lays welding unit vertical lifting bar (3104) peace
Loaded in steel construction laying welding unit chassis (3102), the first steel construction lays the one end of welding unit steering unit (3105)
It is inserted in the first steel construction laying welding unit vertical lifting bar (3104), the first steel construction lays welding unit horizontal extension bar
(3106) one end is inserted in the other end of the first steel construction laying welding unit steering unit (3105), the laying of the second steel construction
One end of welding unit vertical lifting bar (3107) is inserted in the first steel construction laying welding unit horizontal extension bar (3106)
The other end, the second steel construction laying welding unit steering unit (3108) are located at the second steel construction laying welding unit vertical lifting
The other end of bar (3107), steel construction laying welding unit welding tool element (3109) are mounted on the second steel construction laying welding unit
On steering unit (3108)；
Steel construction laying feeding unit (32) includes steel construction laying feeding unit output port (3201), steel construction laying
Feeding unit chassis (3202), steel construction laying feeding unit chassis fixation hole (3203), the first steel construction lay feeding unit
Vertical lifting bar (3204), steel construction laying feeding unit feed bin (3205), the first steel construction lay feeding unit steering unit
(3206), the first steel construction laying welding unit feeding telescopic rod (3207), the second steel construction lay feeding unit vertical lifting
Bar (3208), the second steel construction laying feeding unit steering unit (3209) and steel construction lay feeding unit clamping element
(3210)；Steel construction laying feeding unit output port (3201) and steel construction laying feeding unit feed bin (3205) are respectively positioned on steel
Structure lays feeding unit chassis (3202) side, and steel construction lays feeding unit chassis fixation hole (3203) and applies positioned at steel construction
If feeding unit chassis (3202) bottom, steel construction laying feeding unit feed bin (3204) is installed on steel construction laying feeding unit
On chassis (3202), one end of the first steel construction laying feeding unit steering unit (3206) is inserted in steel construction laying feeding list
First feed bin (3204), one end of the first steel construction laying welding unit feeding telescopic rod (3207) are inserted in the laying of the first steel construction
The other end of feeding unit steering unit (3206), one end that the second steel construction lays feeding unit vertical lifting bar (3208) are inserted
It is placed in the other end of the first steel construction laying welding unit feeding telescopic rod (3207), the second steel construction lays feeding unit and turns to
Unit (3209) is located at the other end of the second steel construction laying feeding unit vertical lifting bar (3208), and the laying of the second steel construction is sent
There is steel construction laying feeding unit clamping element (3210) on material unit steering unit (3209).
5. a kind of wind-driven generator concrete towers forming table shaping apparatus according to claim 4, it is characterised in that: the concrete
Pouring unit (4) includes concreting unit communication port (401), concreting unit base (402), concreting
Unit connecting hole (403), the first concreting baffle vertical lifting bar (404), concreting baffle feed bin (405),
One concreting baffle steering unit (406), the first concreting baffle horizontal extension bar (407), the second concrete pour
Build baffle vertical lifting bar (408), the second concreting baffle steering unit (409), concreting baffle clamping element
(410), the first concreting tool vertical lifting bar (411), the first concreting tool steering unit (412), first
Concreting tool level telescopic rod (413), the second concreting tool vertical lifting bar (414), the second concreter
Have baffle steering unit (415), concreting tool mounting table (416), concreting concrete gun (417), coagulation
Soil pours Switch of spray pistol (418), concreting baffle fastening tool (419) and concreting and smoothes out tool (420)；Coagulation
Soil pours unit communication port (401) and is located at concreting unit base (402) side；Concreting unit connecting hole
(403) it is located at concreting unit base (402) bottom；Concreting baffle feed bin (405) and concreting tool
Mounting table (416) is located at concreting unit base (402) side, and concreting concrete gun (417), concrete pour
It builds Switch of spray pistol (418), concreting baffle fastening tool (419) and concreting floating tool (420) and is located at coagulation
Soil pours on tool mounting table (416)；First concreting baffle vertical lifting bar (404) and the first concreting tool
Vertical lifting bar (411) is located on concreting unit base (402)；First concreting tool steering unit (412)
One end be inserted in the first concreting tool vertical lifting bar (411), the first concreting tool level telescopic rod
(413) one end is inserted in the other end of the first concreting tool steering unit (412), and the second concreting tool is perpendicular
The other end of the first concreting tool level telescopic rod (413), the second concrete are inserted in one end of elevating lever (414)
Tool baffle steering unit (415) is located at the other end of the second concreting tool vertical lifting bar (414)；First concrete
The one end for pouring baffle steering unit (406) is inserted in the first concreting baffle vertical lifting bar (404), the first concrete
The one end for pouring baffle horizontal extension bar (407) is inserted in the other end of the first concreting baffle steering unit (406), the
One end of two concreting baffle vertical lifting bars (408) is inserted in the first concreting baffle horizontal extension bar (407)
The other end, the second concreting baffle steering unit (409) is located at the second concreting baffle vertical lifting bar (408)
The other end, concreting baffle clamping element (410) is located on the second concreting baffle steering unit (409).
6. a kind of wind-driven generator concrete towers forming table shaping apparatus according to claim 5, it is characterised in that: the pylon at
Xing Ji control centre (5) includes pylon molding machine control centre unit (501), pylon molding machine support communication port (502), mixes
Solidifying soil detection unit communication port (503), steel construction laying welding unit communication port (504), steel construction lay feeding unit
Communication port (505) and concreting unit communication port (506)；Wherein, pylon molding machine support communication port (502),
Concrete NDT unit communication port (503), steel construction laying welding unit communication port (504), steel construction lay feeding list
First communication port (505) and concreting unit communication port (506) respectively with pylon molding machine control centre unit (501)
Connection；Pylon molding machine support communication port (502) is connect with elevator control port (104)；Concrete NDT unit communication
Port (503) is connect with detection unit output port (201)；Steel construction lays welding unit communication port (504) and steel construction
Welding unit output port (3101) connection is laid, steel construction lays feeding unit communication port (505) and send with steel construction laying
Material unit output port (3201) connection；Concreting unit communication port (506) and concreting unit communication port
(401) it connects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910802114.0A CN110469115A (en) | 2019-08-28 | 2019-08-28 | A kind of wind-driven generator concrete towers forming table shaping apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910802114.0A CN110469115A (en) | 2019-08-28 | 2019-08-28 | A kind of wind-driven generator concrete towers forming table shaping apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110469115A true CN110469115A (en) | 2019-11-19 |
Family
ID=68512471
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910802114.0A Pending CN110469115A (en) | 2019-08-28 | 2019-08-28 | A kind of wind-driven generator concrete towers forming table shaping apparatus |
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| Country | Link |
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| CN211548800U (en) * | 2019-08-28 | 2020-09-22 | 盐城工学院 | Concrete tower forming machine for wind driven generator |
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2019
- 2019-08-28 CN CN201910802114.0A patent/CN110469115A/en active Pending
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| CN202441062U (en) * | 2012-01-20 | 2012-09-19 | 孙健 | Mobile pouring machine of concrete pouring pipe |
| EP2939809A1 (en) * | 2014-04-30 | 2015-11-04 | Acciona Windpower S.a. | Portable facility for the manufacture of prefabricated concrete elements for concrete towers |
| CN105158096A (en) * | 2015-04-23 | 2015-12-16 | 山东大学 | Telescopic rebound detection device and use method thereof |
| CN205330886U (en) * | 2016-01-13 | 2016-06-22 | 江西科技学院 | Wind power generation concrete pylon |
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