CN108580758A - A kind of double layer bar plate machining device - Google Patents
A kind of double layer bar plate machining device Download PDFInfo
- Publication number
- CN108580758A CN108580758A CN201810571978.1A CN201810571978A CN108580758A CN 108580758 A CN108580758 A CN 108580758A CN 201810571978 A CN201810571978 A CN 201810571978A CN 108580758 A CN108580758 A CN 108580758A
- Authority
- CN
- China
- Prior art keywords
- stirrup
- support
- double layer
- corresponding position
- cross conveyor
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000003754 machining Methods 0.000 title claims abstract description 18
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 46
- 238000010276 construction Methods 0.000 claims abstract description 34
- 230000002787 reinforcement Effects 0.000 claims abstract description 23
- 238000009826 distribution Methods 0.000 claims abstract description 21
- 241000276425 Xiphophorus maculatus Species 0.000 claims description 3
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 13
- 238000004519 manufacturing process Methods 0.000 abstract description 7
- 229910000831 Steel Inorganic materials 0.000 description 26
- 239000010959 steel Substances 0.000 description 26
- 238000013461 design Methods 0.000 description 15
- 238000000034 method Methods 0.000 description 15
- 238000012545 processing Methods 0.000 description 14
- 238000003466 welding Methods 0.000 description 13
- 230000008569 process Effects 0.000 description 10
- 210000003205 muscle Anatomy 0.000 description 8
- 238000010586 diagram Methods 0.000 description 7
- 239000011265 semifinished product Substances 0.000 description 5
- 238000000465 moulding Methods 0.000 description 4
- 239000011435 rock Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000000641 cold extrusion Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 238000009628 steelmaking Methods 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21F—WORKING OR PROCESSING OF METAL WIRE
- B21F27/00—Making wire network, i.e. wire nets
- B21F27/08—Making wire network, i.e. wire nets with additional connecting elements or material at crossings
- B21F27/10—Making wire network, i.e. wire nets with additional connecting elements or material at crossings with soldered or welded crossings
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Wire Processing (AREA)
Abstract
The invention discloses a kind of double layer bar plate machining device, including stirrup conveying device, one end corresponding position is provided with reinforcing bar and erects device and flash butt welder, and other end corresponding position is equipped with perpendicular cross conveyor;Stirrup conveying device close to cross conveyor one end be provided with for by stirrup from plane to the first sliding device stood to setting;It further include the principal rod jacking apparatus being arranged in the case where cross conveyor corresponding position is used to jack the lower layer's principal rod being distributed to stirrup;Further include stacking and the distribution platform being arranged above cross conveyor corresponding position for upper layer principal rod to be distributed in stirrup upper surface;The present invention improves construction efficiency, improves reinforcement installation quality pass rate, reduce cost of labor, improve concrete construction safety, reduce inclined-plane job safety production risk.
Description
Technical field
The present invention relates to mesh sheet processing unit (plant)s, and in particular to a kind of double layer bar for rock slab reinforcement
The Mechanized Processing device of piece.
Background technology
Rock slab reinforcement process is the emphasis link of quality control, while being also to influence panel construction speed
It is crucial;Traditional construction technique includes mainly:The bending machining molding of reinforcing bar is carried out in dam facing arrangement reinforcing steel processing shed first, then
The semi-finished product reinforcing bar of machine-shaping is transported to installation storehouse surface using trolley, finally uses and manually carries out steel bar welding on slope
Connect, bind and erect molding.
This method using the artificial overlap joint welding for carrying out splice, welding quality by welder technology it is horizontal and other because
Element restricts larger, welding quality unstable;Slope carries out the operations such as reinforcement welding, erection, binding, cannot accurately carry out reinforcing bar
Location and installation, formed reinforcing steel bars quality fluctuation are larger;Slope task is heavy, put into slope surface personnel and mini-plant compared with
More, safety management risk is larger;The making of tradition progress rock slab reinforcement process cannot be satisfied front wall and apply
The requirement of work technology;Cannot reach front wall face-plate of rockfill dam reinforcing bar quickly, the construction purpose of safety, high quality;With water conservancy
Water power and infrastructure construction are fast-developing, and conventional method cannot solve increasingly in rock panel pouring construction
A series of technical barriers such as duration, quality and safety outstanding.
Invention content
The present invention provides a kind of raising slab reinforcement construction quality progress, reduces construction safety hidden danger and cost, has real
With the double layer bar plate machining device of property.
The technical solution adopted by the present invention is:A kind of double layer bar plate machining device, including stirrup conveying device, one end
Corresponding position is provided with reinforcing bar and erects device and flash butt welder, and other end corresponding position is equipped with perpendicular lateral transfer and fills
It sets;Stirrup conveying device close to cross conveyor one end be provided with for by stirrup from plane to the first sliding stood to setting
Device;Further include be arranged cross conveyor corresponding position be used for the lower layer's principal rod being distributed is jacked to stirrup under by
Power muscle jacking apparatus;Further include being arranged above cross conveyor corresponding position for upper layer principal rod to be distributed in stirrup
The stacking on surface and distribution platform.
Further, the principal rod jacking apparatus includes the identical support post of multiple structures and the company of being disposed there above
Connect the support beam of multiple support posts;Bar reinforcement positioning device is provided in support beam;Between support beam and support post
It is provided with hydraulic cylinder.
Further, the cross conveyor includes the first chain and pan conveyor and is arranged in the first chain and pan conveyor
First positioning device of upper surface.
Further, the first sliding device includes the second supporting rack and the sliding on the second supporting rack top is arranged
Face;Slide surface is angularly disposed platy structure, and the gradient is consistent with the first positioning device gradient.
Further, further include the conveying device for being parallel to stirrup conveying device for lower layer's principal rod positioning and distribution;
Conveying device, which is arranged, to be included the second chain and pan conveyor in principal rod jacking apparatus corresponding position and is disposed thereon the of surface
Two positioning devices.
Further, the stacking and distribution platform include vertically arranged column and are arranged first on column top
Support;First supporting rack upper surface is provided with operation and positioning surface, is provided with for preformed hole on operation and positioning surface.
Further, the stirrup conveying device is far from cross conveyor side and far from cross conveyor one end two
Side is provided with the first operating platform.
Further, further include the second operating platform being arranged in conveying device corresponding position;Second operating platform includes
Support frame and the support panel on its surface is set;It is provided with laterally disposed reinforcing bar baffle on support panel;Second operation
Platform is provided with the second sliding device close to conveying device side.
Further, first operating platform includes the branch being made of vertically arranged upright bar and the connecting rod being laterally arranged
Support structure;Support construction upper surface is provided with tablet;Support construction side is provided with reinforced frame close to stirrup conveying device side
Vertical device.
Further, the bar reinforcement positioning device top is two curved baffles being oppositely arranged, and lower part is and support beam
The pedestal of connection.
The beneficial effects of the invention are as follows:
(1)The present invention reduces the difficulty of slope surface reinforcing bar binding installation compared with traditional construction, shortens reinforcing bar site welding, binding
Required time substantially increases construction efficiency, and reinforced process construction efficiency has put on 20~30% compared with traditional construction technique;
(2)The present invention improves reinforcement installation quality pass rate, the quality such as reinforced mesh weld, binding, spacing control compared with
Slope storehouse surface is equipped with higher guarantee;
(3)The present invention can reduce cost of labor, and 50% or more storehouse surface operating personnel is reduced compared with traditional handicraft, promote storehouse surface and apply
Work safety reduces inclined-plane job safety production risk;
(4)Reinforced mesh of the present invention can carry out pre-production, prepare the duration without occupying storehouse surface, can accelerate construction progress.
Description of the drawings
Fig. 1 is schematic structural view of the invention.
Fig. 2 is vertical view of the present invention.
Fig. 3 is side view of the present invention.
Fig. 4 is the first operating platform structural schematic diagram of the invention.
Fig. 5 is the first sliding apparatus structure schematic diagram of the invention.
Fig. 6 is the second operating platform structural schematic diagram of the invention.
Fig. 7 is cross conveyor structural schematic diagram of the present invention.
Fig. 8 is transport conveyor constructions schematic diagram of the present invention.
Fig. 9 is principal rod jacking apparatus structural schematic diagram of the present invention.
Figure 10 is present invention stacking and distribution platform structural schematic diagram.
In figure:1- reinforcing bars to be processed, the first operating platforms of 2-, 21- upright bars, 22- connecting rods, 23- reinforcing bars erect device, 3- half
Finished product reinforcing bar, 4- flash butt welders, 5- stirrup conveying devices, the second operating platforms of 6-, 61- support frames, 62- reinforcing bar baffles,
63- supports panel, 64- the second sliding devices, 7- cross conveyors, the first chain and pan conveyors of 71-, the positioning dresses of 72- first
It sets, 8- principal rod jacking apparatus, 81- support posts, 82- hydraulic cylinders, 83- bar reinforcement positioning devices, 84- support beams, 9- is defeated
Send device, the second chain and pan conveyors of 91-, the second positioning devices of 92-, 10- stacks and distribution platform, 101- columns, 102- the
One supporting rack, 103- operations and positioning surface, 11- the first sliding devices, the second supporting racks of 111-, 112- slide surfaces.
Specific implementation mode
The present invention will be further described in the following with reference to the drawings and specific embodiments.
As Figure 1-10 shows, a kind of double layer bar plate machining device, including stirrup conveying device 5, one end corresponding position
It is provided with reinforcing bar and erects device 23 and flash butt welder 4, other end corresponding position is equipped with perpendicular cross conveyor 7;
Stirrup conveying device 5 close to 7 one end of cross conveyor be provided with for by stirrup from plane to the first sliding stood to setting
Device 11;Further include being arranged in 7 corresponding position of cross conveyor under jacking the lower layer's principal rod being distributed to stirrup
Principal rod jacking apparatus 8;Further include being arranged above 7 corresponding position of cross conveyor for upper layer principal rod to be distributed in
The stacking of stirrup upper surface and distribution platform 10;Principal rod jacking apparatus 8 includes the identical support post 81 of multiple structures and sets
Set the support beam 84 for connecting multiple support posts 81 above it;Bar reinforcement positioning device 83 is provided in support beam 84;Branch
It is provided with hydraulic cylinder 82 between support crossbeam 84 and support post 81;Cross conveyor 7 includes the first chain and pan conveyor 71
With the first positioning device 72 in 71 upper surface of the first chain and pan conveyor is set;First sliding device 11 includes the second supporting rack
11 and the slide surface 112 on 111 top of the second supporting rack is set;Slide surface 112 be angularly disposed platy structure, the gradient with
First positioning device, 72 gradient is consistent;Further include being parallel to stirrup conveying device 5 for lower layer's principal rod positioning and being distributed defeated
Send device 9;The setting of conveying device 9 includes that the second chain and pan conveyor 91 and setting exist in 8 corresponding position of principal rod jacking apparatus
Second positioning device 92 of its upper surface;It stacks and distribution platform 10 includes vertically arranged column 101 and is arranged in column 101
First supporting rack 102 on top;First supporting rack, 102 upper surface is provided with operation and positioning surface 103, operation and positioning surface 103
On be provided with for preformed hole;Stirrup conveying device 5 is far from 7 side of cross conveyor and far from 7 one end of cross conveyor
Both sides are provided with the first operating platform 2;It further include the second operating platform 6 being arranged in 9 corresponding position of conveying device;Second operation
Platform 6 includes support frame 61 and the support panel 63 on its surface is arranged;It is provided with laterally disposed steel on support panel 63
Muscle baffle 62;Second operating platform 6 is provided with the second sliding device 64 close to 9 side of conveying device;First operating platform 2 includes
The support construction being made of vertically arranged upright bar 21 and the connecting rod 22 being laterally arranged;Support construction upper surface is provided with tablet;
Support construction side is provided with reinforcing bar close to 5 side of stirrup conveying device and erects device 23.
The reinforced mesh of apparatus of the present invention processing is bilayer zone stirrup type, and longitudinal main steel bar is connected using cold extrusion sleeve
It connects, therefore stress main reinforcement carries out bending machining, processed reinforced mesh size is design width × 9m × design height;First behaviour
It includes the support construction being made of vertically arranged upright bar 21 and the connecting rod 22 being laterally arranged to make platform 2;Upright bar 21 and connecting rod 22
It is prepared using square steel, surface plate is using steel plate as operating platform;It is arranged in the both sides of stirrup conveying device 5, as waiting for
Screwing steel bars 1 and semi-finished product reinforcing bar 3 are stacked, flash butt welder 4 is arranged and manually-operated platform;Supporting mechanism is defeated close to stirrup
It send 5 side of device to be provided with reinforcing bar and erects device 23;Reinforcing bar is erected device 23 and is prepared using square steel and steel plate, is connected with upright bar 21
It connects;Spacer bar is played the role of in top using square steel as crossbeam, and steel plate is erect as in reinforcing bar transportational process in crossbeam side
Limit, so that reinforcing bar is limited and supported in steel bar meter transmission process;4 welding job component of flash butt welder answers cloth
It sets and is erecting 23 side of device by reinforcing bar;Stirrup conveying device 5 uses chain and pan conveyor, flash butt welder 4 to facilitate stirrup defeated
After sending device 5 to transport reinforcing bar to be processed to processing stand welding procedure can be carried out without artificial be adjusted;Flash butt welder 4
Using automatic liquid die mould, welding machine model can be selected according to screwing steel bars area of section;First sliding device 11 includes the second support
Frame 111 and and the slide surface 112 on 111 top of the second supporting rack is set;Slide surface 112 using steel plate make, ramp slope with
The first positioning device gradient being arranged on cross conveyor 7 is consistent;Cross conveyor 7 includes the first chain and pan conveyor
71 and first positioning device 72;First chain and pan conveyor 70 arrangement height should be not less than for lower layer's principal rod positioning and distribution
Conveying device 9 plus the second positioning device 92 height, it is consistent that the second positioning device 92 arranges that spacing and stirrup design spacing;It is defeated
Device 9 is sent to carry out longitudinal main steel bar positioning and distribution, the second positioning device 92 arranges that spacing designs spacing, conveying with principal rod
The conveying of device 9 uses the second chain and pan conveyor 91, arrangement height to be considered as the second positioning device 92 revolution desired height;Stress
Muscle jacking apparatus 8 includes the identical support post 81 of multiple structures and is disposed there above the support for connecting multiple support posts 81
Crossbeam 84;Bar reinforcement positioning device 83 is provided in support beam 84;83 top of bar reinforcement positioning device is two arcs being oppositely arranged
Baffle, lower part are the pedestal being connect with support beam 84;Upper arcuate baffle facilitates reinforcing bar to place;Bar reinforcement positioning device 83 and branch
Support crossbeam 84 welds after using Interal fixation;Hydraulic cylinder 82 is provided between support beam 84 and support post 81;Reinforcing bar is fixed
Position device 83 arranges that spacing designs spacing with principal rod, and support beam 84 and support post 81 are main force structure, using side
Steel is processed making, also can select other materials according to stressing conditions;Hydraulic cylinder 82 is mainly by the reinforcing bar after the completion of distribution
Integral hydraulic jacking is carried out, uses with stirrup lower surface crosspoint after principal rod jacking and is manually bound;It stacks and distribution is flat
Platform 10 is all made of square steel making using square steel as skeletal support, column 101 and the first supporting rack 102;Side is arranged second
On operating platform 6, the other side is arranged in reference ground plane;Second operating platform is using square steel as support frame 61, surface paving
If steel plate as support panel 63, supports and is provided with laterally disposed reinforcing bar baffle 62 on panel 63;It is arranged in conveying device 9
On the outside of traffic direction, stacks and stack as lower layer's principal rod raw material and the skeleton of operating platform 10 is basic;In the second operation
The second sliding device 64 is arranged close to 9 side of conveying device in platform 6, facilitates lower layer's principal rod from sliding on the second operating platform 6
To conveying device 9;Second sliding device 64 is using oblique steel plate as sliding face, the oblique steel plate gradient and the second operating platform 6
The gradient between conveying device 9 is consistent;Oblique steel plate lower part is used as support using square steel, and is connect with the second operating platform 6
It is integral;It stacks and distribution platform 10 is used as operation and positioning surface 103 using steel plate, side is reserved in operation and positioning surface 103
As upper layer stress cross dystopia of muscle and tendon away from device, square hole reserves width and is slightly larger than be distributed main reinforcement diameter, wrong distance degree and arrangement width in hole
It is carried out by design requirement;Apparatus of the present invention are mainly used for carrying out large span stirrup and the processing of upper and lower layer principal rod, are distributed and tie up
It pricks, needs to carry out artificial making if design mesh sheet has and hooks the deformed bars such as muscle.
Wherein the first positioning device 72 and 92 structure of the second positioning device are identical as bar reinforcement positioning device 83;First positioning dress
It sets 72 and erects support to adapt to large span stirrup, highly customized according to large span stirrup height;Second positioning device 92 is main
It is to be positioned for lower layer's principal rod, in order to ensure not slided in lower layer's principal rod transportational process, width is slightly wide.
When use:
(1)First by each processing unit (plant) carry out site layout project, then use crane by in-situ precast complete for 1 He of screwing steel bars
Semi-finished product reinforcing bar 3 is placed in by position shown in figure on the first operating platform 2;Artificial semi-finished product reinforcing bar 3 of placing is in flash butt welder 4
In the stirrup conveying device 5 of front side, bar construction position center line is directed at 4 clamp for machining center of flash butt welder;It will be to be added
The alignment of work reinforcing bar 1 installation is complete 3 midline position of semi-finished product reinforcing bar is adjusted and starts flash butt welder 4 after processing distance and carry out
First splice processing of reinforcing bar;First splice starts stirrup conveying device 5 by reinforcing bar 1 to be processed after processing is completed
It is delivered to second welding point position;Second reinforcing bar 1 to be processed is placed in reinforcing bar to erect on device 23, adjusts welding
Second splice of reinforcing bar is carried out after distance and midline position using flash butt welder 4 to weld, after the completion of repetition above step
Continuous large span stirrup residue splice welding.
(2)It waits for starting the large span that stirrup conveying device 5 will machine after the completion of all welds of large span stirrup
Stirrup is moved at the first sliding device 11;It will be in large span stirrup sliding to 72 card slot of the first positioning device;Repeat the above step
Suddenly it waits for that all large span stirrups are distributed by design quantity to complete.
(3)By principal rod to be distributed that the second operating platform 6 is placed by 64 sliding of the second sliding device to being fixed on
In the second positioning device 92 on two chain and pan conveyors 91, then start the second chain and pan conveyor 91 walk a reinforcing bar between
Distance degree;Above step is repeated until reaching design reinforcing bar distribution number;Lower layer's principal rod that distribution is completed is passed through into stress top rib
The hydraulic cylinder 82 risen on device 8 jacks upwards;Then splice mistake is adjusted away from adjustment is completed by manually pressing design requirement
Continue jacking rod afterwards until reaching specified altitude assignment;By manually carrying out tying up for lower layer's principal rod and large span stirrup crossover sites
It pricks, carries out the fixation of lower layer's reinforcing bar.
(4)By the upper layer distribution bar being deposited in stacking and distribution platform 10 by being manually distributed, by design card
Slot carries out being dislocatedly distributed for splice, and top bars are bound with large span stirrup crossover sites using automatic binding machine.
(5)After levels reinforcing bar, after large span stirrup is all made by design requirement, installation is complete, by the first chain
Apron conveyor 71 continues to driving front, and a stirrup spacing is often transmitted in transmission process forward and is hooked by design requirement
The binding of the deformed bars such as muscle, encryption muscle, while repeating step(1)And step(2)Carry out large span stirrup making, erect and
Location and installation realizes the streamlined construction that reinforced mesh makes.
(6)The reinforced mesh of processing dimension to be designed is all sent out after 10 range of stacking and distribution platform by being arranged in
The mesh sheet travelling bogie on ground removes molding reinforced mesh from the first positioning device 72, then along rail transport to reinforcing bar
At mesh sheet transport trolley lifting;The reinforced mesh processed is transported to storehouse surface by reinforced mesh transport trolley and is installed;
It is a cycle to process a bin level reinforcing bar, the cycle that reinforced mesh is carried out by different freight spaces rebar design size is prefabricated.
Structure of the invention reasonable design realizes mechanization, automation and the standard of the construction of panel concrete reinforced process
Change;Traditional panel reinforcement fabrication is converted into plane prefabricated from slope processing, and traditional overlap joint is substituted using flash butt welder 4
Weldering;The construction cost that splice waste is brought is greatly reduced to increase, while vertically and horizontally steel is realized by bar reinforcement positioning device 83
Muscle is accurately positioned installation;The mass deviation that manual operation is brought is reduced, the reinforced mesh that reinforced bar processing platform machines is logical
It crosses plane transportation trolley to be docked with reinforced mesh transport trolley, realizes slab reinforcement from making, transport full mistake to installation
Journey mechanized construction;Reduce dependence of the traditional construction process to ancillary equipments such as crane, hoist engines;It is carried out using apparatus of the present invention
Reinforced mesh is prefabricated only to need 13~15 people, and reducing personnel with traditional slope steel bar meter is dropped in 50% or more;It is applying
Greatly promoted in work efficiency rate, the difficulty of slope surface reinforcement fabrication and installation reduced compared with traditional handicraft, using processing platform into
Row reinforced mesh is prefabricated, the time required to shortening reinforcing bar site welding, binding;Reinforced process is promoted compared with traditional construction technique
Construction efficiency 20~30%;Reinforcement installation quality pass rate is greatly promoted, carrying out reinforced process construction using the present invention uses flowing water
Change one-pass molding 9 × 12m reinforced mesh;The quality such as reinforced mesh weld, binding, spacing control are equal compared with the installation of slope storehouse surface
There is higher guarantee;Concrete construction safety is promoted, 50% or more storehouse surface operating personnel is reduced compared with traditional handicraft, reduces inclined-plane
Job safety production risk;Reinforced mesh can carry out pre-production, prepare the duration without occupying storehouse surface, standby to panel concrete
Storehouse accelerates construction progress aspect with significant advantage.
Claims (10)
1. a kind of double layer bar plate machining device, which is characterized in that including stirrup conveying device (5), one end corresponding position is set
It is equipped with reinforcing bar and erects device (23) and flash butt welder (4), other end corresponding position is equipped with perpendicular cross conveyor
(7);Stirrup conveying device (5) close to cross conveyor (7) one end be provided with for by stirrup from plane to standing to setting
First sliding device (11);It further include lower layer's principal rod that setting is used to be distributed in cross conveyor (7) corresponding position
It jacks to the principal rod jacking apparatus (8) under stirrup;Further include being arranged above cross conveyor (7) corresponding position for inciting somebody to action
Upper layer principal rod is distributed in stacking and the distribution platform (10) of stirrup upper surface.
2. a kind of double layer bar plate machining device according to claim 1, which is characterized in that the principal rod jacking dress
Set (8) include the identical support post of multiple structures (81) and being disposed there above connect multiple support posts (81) support it is horizontal
Beam (84);Bar reinforcement positioning device (83) is provided in support beam (84);It is set between support beam (84) and support post (81)
It is equipped with hydraulic cylinder (82).
3. a kind of double layer bar plate machining device according to claim 1, which is characterized in that the cross conveyor
(7) include the first positioning device of the first chain and pan conveyor (71) and setting in the first chain and pan conveyor (71) upper surface
(72)。
4. a kind of double layer bar plate machining device according to claim 3, which is characterized in that the first sliding device
(11) include the slide surface (112) of the second supporting rack (11) and setting on the second supporting rack (111) top;Slide surface (112) is
Angularly disposed platy structure, the gradient are consistent with the first positioning device (72) gradient.
5. a kind of double layer bar plate machining device according to claim 1, which is characterized in that further include being parallel to stirrup
Conveying device (9) of the conveying device (5) for lower layer's principal rod positioning and distribution;Conveying device (9) setting is jacked in principal rod
Device (8) corresponding position includes the second chain and pan conveyor (91) and the second positioning device (92) for being disposed thereon surface.
6. a kind of double layer bar plate machining device according to claim 1, which is characterized in that the stacking and distribution are flat
Platform (10) includes the first supporting rack (102) of vertically arranged column (101) and setting on column (101) top;First support
Frame (102) upper surface is provided with operation and positioning surface (103), is provided with for preformed hole on operation and positioning surface (103).
7. a kind of double layer bar plate machining device according to claim 1, which is characterized in that the stirrup conveying device
(5) it is provided with the first operating platform (2) far from cross conveyor (7) side and far from cross conveyor (7) one end both sides.
8. a kind of double layer bar plate machining device according to claim 5, which is characterized in that further include that setting is conveying
Second operating platform (6) of device (9) corresponding position;Second operating platform (6) includes support frame (61) and is arranged in its table
The support panel (63) in face;It is provided with laterally disposed reinforcing bar baffle (62) on support panel (63);Second operating platform (6) leans on
Nearly conveying device (9) side is provided with the second sliding device (64).
9. a kind of double layer bar plate machining device according to claim 5, which is characterized in that first operating platform
(2) include the support construction being made of vertically arranged upright bar (21) and the connecting rod (22) being laterally arranged;Support construction upper surface
It is provided with tablet;Support construction side is provided with reinforcing bar close to stirrup conveying device (5) side and erects device (23).
10. a kind of double layer bar plate machining device according to claim 2, which is characterized in that the reinforcing bar positioning dress
It is two curved baffles being oppositely arranged to set (83) top, and lower part is the pedestal being connect with support beam (84).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810571978.1A CN108580758A (en) | 2018-06-04 | 2018-06-04 | A kind of double layer bar plate machining device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810571978.1A CN108580758A (en) | 2018-06-04 | 2018-06-04 | A kind of double layer bar plate machining device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN108580758A true CN108580758A (en) | 2018-09-28 |
Family
ID=63630921
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810571978.1A Pending CN108580758A (en) | 2018-06-04 | 2018-06-04 | A kind of double layer bar plate machining device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN108580758A (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110369646A (en) * | 2019-06-21 | 2019-10-25 | 湖南三一快而居住宅工业有限公司 | Device for molding reinforcement cage and steel reinforcement cage formation system |
CN111979868A (en) * | 2020-08-24 | 2020-11-24 | 陕西建工机械施工集团有限公司 | Construction method of pavement surface double-layer steel mesh concrete |
CN112276425A (en) * | 2020-10-20 | 2021-01-29 | 广东博智林机器人有限公司 | Double-net-piece welding device |
CN112726571A (en) * | 2021-02-09 | 2021-04-30 | 上海市机械施工集团有限公司 | Method for manufacturing reinforcement cage |
CN113441661A (en) * | 2021-08-30 | 2021-09-28 | 江苏新鹏能源科技有限公司 | Universal machine tool for processing support net |
CN113848837A (en) * | 2021-09-30 | 2021-12-28 | 中国建筑土木建设有限公司 | Automatic integrated control system of reinforcing steel bar processing workshop and control method thereof |
CN114273809A (en) * | 2021-12-23 | 2022-04-05 | 中交第二航务工程局有限公司 | Flexible manufacturing method of steel bar block |
CN117259619A (en) * | 2023-09-06 | 2023-12-22 | 中国葛洲坝集团三峡建设工程有限公司 | Manufacturing method of urban gate type tunnel reinforcing mesh |
Citations (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01138071A (en) * | 1987-11-26 | 1989-05-30 | Tokyu Constr Co Ltd | Reinforcing bar setting device for welding equipment for reinforcing bar |
EP0811442A1 (en) * | 1996-06-07 | 1997-12-10 | Schnell S.p.A. | Apparatus for producing metal cages for reinforced concrete |
JP2003056181A (en) * | 2001-08-09 | 2003-02-26 | Shimizu Corp | Beam main reinforcement unit pre-fabricating device and manufacturing method |
WO2003103875A1 (en) * | 2002-06-07 | 2003-12-18 | Battistella Giosue' E Giuliano Srl | Device to store, transport and distribute metal elements, method to make metal cages using said device and relative cage-making machine |
EP1378302A2 (en) * | 2002-07-05 | 2004-01-07 | Schnell S.p.A. | Method and apparatus for forming metal frames for reinforced concrete |
EP1920856A1 (en) * | 2005-06-17 | 2008-05-14 | Ferraplana S.L. | Automatic device for the production of metal frameworks |
CN201856089U (en) * | 2010-10-27 | 2011-06-08 | 黑龙江省建设技术发展中心 | Blanking, processing and manufacturing production line for reinforcing steel bars without joints |
CN104550574A (en) * | 2014-12-31 | 2015-04-29 | 山东建筑大学 | Supporting and adjusting device for main rib of stirrup box of reinforcement framework machine |
CN104588547A (en) * | 2014-12-30 | 2015-05-06 | 山东建筑大学 | Variable-spiral continuous stirrup polygonal-cross-section steel bar framework forming machine |
CN104607575A (en) * | 2014-12-31 | 2015-05-13 | 山东建筑大学 | Stirrup box capable of compressing and orderly releasing spiral continuous stirrups |
CN204470481U (en) * | 2015-01-30 | 2015-07-15 | 建科机械(天津)股份有限公司 | Stirrup conveying device in a kind of butterfly stirrup former |
CN106181011A (en) * | 2016-08-18 | 2016-12-07 | 中冶建工集团有限公司 | A kind of shear wall rectangle many limbs stirrup processing method |
CN208450478U (en) * | 2018-06-04 | 2019-02-01 | 中国水利水电第五工程局有限公司 | A kind of double layer bar plate machining device |
-
2018
- 2018-06-04 CN CN201810571978.1A patent/CN108580758A/en active Pending
Patent Citations (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01138071A (en) * | 1987-11-26 | 1989-05-30 | Tokyu Constr Co Ltd | Reinforcing bar setting device for welding equipment for reinforcing bar |
EP0811442A1 (en) * | 1996-06-07 | 1997-12-10 | Schnell S.p.A. | Apparatus for producing metal cages for reinforced concrete |
JP2003056181A (en) * | 2001-08-09 | 2003-02-26 | Shimizu Corp | Beam main reinforcement unit pre-fabricating device and manufacturing method |
WO2003103875A1 (en) * | 2002-06-07 | 2003-12-18 | Battistella Giosue' E Giuliano Srl | Device to store, transport and distribute metal elements, method to make metal cages using said device and relative cage-making machine |
EP1378302A2 (en) * | 2002-07-05 | 2004-01-07 | Schnell S.p.A. | Method and apparatus for forming metal frames for reinforced concrete |
EP1920856A1 (en) * | 2005-06-17 | 2008-05-14 | Ferraplana S.L. | Automatic device for the production of metal frameworks |
CN201856089U (en) * | 2010-10-27 | 2011-06-08 | 黑龙江省建设技术发展中心 | Blanking, processing and manufacturing production line for reinforcing steel bars without joints |
CN104588547A (en) * | 2014-12-30 | 2015-05-06 | 山东建筑大学 | Variable-spiral continuous stirrup polygonal-cross-section steel bar framework forming machine |
CN104550574A (en) * | 2014-12-31 | 2015-04-29 | 山东建筑大学 | Supporting and adjusting device for main rib of stirrup box of reinforcement framework machine |
CN104607575A (en) * | 2014-12-31 | 2015-05-13 | 山东建筑大学 | Stirrup box capable of compressing and orderly releasing spiral continuous stirrups |
CN204470481U (en) * | 2015-01-30 | 2015-07-15 | 建科机械(天津)股份有限公司 | Stirrup conveying device in a kind of butterfly stirrup former |
CN106181011A (en) * | 2016-08-18 | 2016-12-07 | 中冶建工集团有限公司 | A kind of shear wall rectangle many limbs stirrup processing method |
CN208450478U (en) * | 2018-06-04 | 2019-02-01 | 中国水利水电第五工程局有限公司 | A kind of double layer bar plate machining device |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110369646A (en) * | 2019-06-21 | 2019-10-25 | 湖南三一快而居住宅工业有限公司 | Device for molding reinforcement cage and steel reinforcement cage formation system |
CN111979868A (en) * | 2020-08-24 | 2020-11-24 | 陕西建工机械施工集团有限公司 | Construction method of pavement surface double-layer steel mesh concrete |
CN111979868B (en) * | 2020-08-24 | 2022-04-12 | 陕西建工机械施工集团有限公司 | Construction method of pavement surface double-layer steel mesh concrete |
CN112276425A (en) * | 2020-10-20 | 2021-01-29 | 广东博智林机器人有限公司 | Double-net-piece welding device |
CN112726571A (en) * | 2021-02-09 | 2021-04-30 | 上海市机械施工集团有限公司 | Method for manufacturing reinforcement cage |
CN113441661A (en) * | 2021-08-30 | 2021-09-28 | 江苏新鹏能源科技有限公司 | Universal machine tool for processing support net |
CN113848837A (en) * | 2021-09-30 | 2021-12-28 | 中国建筑土木建设有限公司 | Automatic integrated control system of reinforcing steel bar processing workshop and control method thereof |
CN114273809A (en) * | 2021-12-23 | 2022-04-05 | 中交第二航务工程局有限公司 | Flexible manufacturing method of steel bar block |
CN117259619A (en) * | 2023-09-06 | 2023-12-22 | 中国葛洲坝集团三峡建设工程有限公司 | Manufacturing method of urban gate type tunnel reinforcing mesh |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108580758A (en) | A kind of double layer bar plate machining device | |
CN106013455B (en) | A kind of manufacture of Prefabricated composite steel reinforcement cage component assembly method, reinforced concrete structure body method of construction | |
CN104175398B (en) | Make the mold and method of prefabricated case beam framework of steel reinforcement | |
CN101481902A (en) | V type pier inclined leg combined type support for continuous rigid frame bridge and layered cast-in-situ construction method | |
CN108222347A (en) | A kind of big module welding overlapping beam slab of the assembled with plane girder temporary support | |
CN107476470A (en) | Steel pipe built in assembled and GFRP pipe regeneration concrete compound shear walls and its construction method | |
CN110700105B (en) | Synchronous construction method for high pier column and tie beam and template used in same | |
CN114770706B (en) | Light T-beam prefabrication equipment and prefabrication installation construction method | |
CN105908902A (en) | Positioning frame for prefabricated pier column reinforcing bar cages and construction method of pier column reinforcing bar cages | |
CN108360722A (en) | A kind of half welding overlapping contignation of the big module of the assembled with plane girder temporary support | |
CN108360723A (en) | A kind of half welding overlapping contignation of the big module of the assembled with space truss temporary support | |
CN108104284B (en) | Wallboard connecting structure of shear wall steel arm embedded floor slab and assembly method | |
CN112554077A (en) | Steel pipe concrete assembled truss composite beam construction system and construction method | |
CN208450479U (en) | A kind of distribution of reinforcing bar and positioning device | |
CN208450478U (en) | A kind of double layer bar plate machining device | |
CN105401960A (en) | Formwork for railway tunnel inverted arch construction and construction method of formwork | |
CN210880205U (en) | Movable common steel bar positioning device for prefabricated T-shaped beam and small box girder | |
CN205063965U (en) | A die carrier for construction of railway tunnel inverted arch | |
CN211006341U (en) | Assembled strength nature skeleton suitable for mound tower reinforcing bar location | |
CN117306875A (en) | Large-span steel concrete combined platform-post-free canopy construction method | |
CN109024685B (en) | Large-volume concrete bottom plate steel bar supporting system and construction method thereof | |
CN209066488U (en) | A kind of mass concrete invert reinforcing steel support system | |
CN209633327U (en) | A kind of underground production system of precast prestressed concrete floor | |
AU705217B2 (en) | Method and apparatus for forming cages | |
CN207989045U (en) | The feeding-distribution device of tunnel double-lining concreting |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination |