CN205058279U - Processing equipment of pre -tensioning system steel strand wires precast beam - Google Patents
Processing equipment of pre -tensioning system steel strand wires precast beam Download PDFInfo
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- CN205058279U CN205058279U CN201520830355.3U CN201520830355U CN205058279U CN 205058279 U CN205058279 U CN 205058279U CN 201520830355 U CN201520830355 U CN 201520830355U CN 205058279 U CN205058279 U CN 205058279U
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Abstract
The utility model provides a processing equipment of pre -tensioning system steel strand wires precast beam belongs to building technical field. It has solved among the prior art processing intensity of labour big scheduling problem to the precast beam. This processing equipment of pre -tensioning system steel strand wires precast beam, including pedestal and support frame, the support frame includes riser and diaphragm, and the pedestal is equipped with clamping device, and clamping device is including pressing from both sides tight piece no. 1 and press from both sides tight piece no. 2, and the diaphragm is equipped with die clamping cylinder one, clamping device still including pressing from both sides tight piece no. 3 and pressing from both sides tight piece no. 4, and the diaphragm is fixed with die clamping cylinder no. 2, still is equipped with slide mechanism no. 1 on the pedestal, still be equipped with the concrete on the pedestal and water the device, include that template no. 1, template no. 2 and concrete water the funnel, be provided with slide mechanism no. 2 on the diaphragm, still be equipped with slide mechanism no. 3 on the pedestal, be equipped with on the crossbeam and block the mechanism. The utility model has the advantages of the channeling conduct of can automizing to steel strand wires is cuted, and can the automatic adjustment template and the concrete water into the precast beam.
Description
Technical field
The utility model belongs to technical field of buildings, relates to a kind of process equipment of precast beam, particularly a kind of process equipment of pre-tensioning system steel strand wires precast beam.
Background technology
Adopt prefabricated, then be transported to job site and undertaken fixing beam is installed by designing requirement position, be called precast beam.Concrete structure crack can be avoided to occur too early, make full use of high strength cast iron and strong concrete, manage at structural elements by before load action, make it produce precompression reduce or offset the concrete pulling force caused by load, thus make the tension of structural elements little, be even in pressured state.And pre-tensioning system be first at prestressed reinforcement of tensioning and zero time fix, then water concrete, reach after some strength until concrete and (be generally not less than 70% of design strength), loosen deformed bar.When presstressed reinforcing steel bounces back, thus concrete is made to obtain compressive pre-stress, so pre-tensioning system transmits by the bonding of reinforcing bar and concrete.
At present, often need a large amount of labours in steel wire process, and efficiency is low, does not often catch up with next process due to progress.Meanwhile, template moved assigned address and carry out watering the process of concrete and also need a large amount of manpowers and labour intensity is large.
So, for those skilled in the art, need to develop one and can automatically realize processing steel strand wires, and efficiently carry out the equipment of the processing to precast beam easily.
Summary of the invention
The purpose of this utility model there are the problems referred to above for existing technology, propose a kind of process equipment of pre-tensioning system steel strand wires precast beam, the process equipment of this pre-tensioning system steel strand wires precast beam has and automation can guide steel strand wires and block, and automatically can adjust template and concrete waters into the feature of precast beam.
The purpose of this utility model realizes by following technical proposal: a kind of process equipment of pre-tensioning system steel strand wires precast beam, comprise pedestal and be fixed on the bracing frame on pedestal, described bracing frame comprises the riser be fixed on pedestal and the transverse slat be fixed on riser, it is characterized in that, one end of described pedestal is fixed with some strand pulling machines, other one end of described pedestal is provided with and can guides steel strand wires and the clamping device of stretch-draw, described clamping device comprises clamp one and clamp two, described clamp two is positioned at directly over clamp one, described transverse slat lower surface is provided with clamping cylinder one, the piston rod of described clamping cylinder one straight down and end winding support at the upper surface of clamp two, described clamping device also comprises clamp three and clamp four and between clamp one and strand pulling machine, described clamp three to be fixed on pedestal and parallel with clamp one, described clamp four is positioned at directly over clamp three, described transverse slat lower surface is fixed with clamping cylinder two, the piston rod of described clamping cylinder two straight down and end winding support at the upper surface of clamp four, described pedestal is also provided with the slide mechanism one that can simultaneously drive clamp one and clamp two to slide along pedestal length direction, described pedestal is also provided with and can waters device by the concrete concrete that waters precast beam, comprise the template one be horizontally set on pedestal, template two and concrete and water funnel, described concrete waters funnel and to be positioned at above template two and template one and to be arranged on transverse slat, described transverse slat is provided with the slide mechanism two that concrete can be driven to water funnel horizontal slip, described pedestal is also provided with the slide mechanism three that can carry out position adjustments to template one and template two, described crossbeam is also provided with the cutting-off mechanism that can block steel strand wires.
First, strand pulling machine carries out blanking to steel strand wires, clamping cylinder one drives clamp two to move downward, thus with clamp a pair steel strand wires clamping and positioning, clamp one and clamp two can be driven to slide along pedestal length direction by slide mechanism one simultaneously, play the effect of guiding, stretching steel strand wires; Then, after steel strand wires reach designated length, clamping cylinder two drives clamp four to move downward, thus with clamp three pairs of steel strand wires clamping and positioning, by cutting-off mechanism, steel strand wires are blocked; Secondly, slide mechanism three can according to the position of real work situation adjusting template one and template two; Finally, concrete can be driven to water funnel horizontal slip by slide mechanism two, thus concrete water into precast beam.
In the process equipment of above-mentioned pre-tensioning system steel strand wires precast beam, the upper end width of described template one cross section is less than lower end width, and the side opening of opposite formwork two is provided with groove one, the upper end width of above-mentioned template two cross section is less than lower end width, and the side opening of opposite formwork one is provided with groove two.The upper end width of template one and template two is all less than lower end width, thus is conducive to building.
In the process equipment of above-mentioned pre-tensioning system steel strand wires precast beam, described slide mechanism one comprises chute one, chute two and the sliding cylinder one be horizontally fixed on above-mentioned pedestal, described chute one is offered along pedestal length direction, slide in described chute one and be provided with slide block one, described slide block one matches with chute one and is fixed on the lower surface of above-mentioned clamp one, described chute two is opened in the lower surface of above-mentioned transverse slat, the cross section of chute two is " convex " type and parallels with chute one, slide in described chute two and be provided with slide block two, described slide block two matches with chute two and is fixed on the upper surface of above-mentioned clamp two, the piston rod end of described sliding cylinder one is fixed on clamp one.After clamp one and clamp two pairs of steel strand wires clamp, clamp one can be driven along chute one slip by sliding cylinder one, meanwhile, clamp two also can be driven along chute two slip.
In the process equipment of above-mentioned pre-tensioning system steel strand wires precast beam, described slide mechanism two enclosed mass is opened in chute three on above-mentioned transverse slat lower surface and sliding cylinder two, the cross section of described chute three is in " convex " type, and parallel with above-mentioned chute two, slide in described chute three and be provided with slide block three, described slide block three matches with chute three and is fixed on above-mentioned concrete and waters on a sidewall of funnel, and described sliding cylinder two is fixed on transverse slat and piston rod end and is fixed on slide block three.Sliding cylinder two can be with movable slider three along chute three slip, thus drives concrete to water funnel to build along chute three realization of sliding.
In the process equipment of above-mentioned pre-tensioning system steel strand wires precast beam, described slide mechanism three comprises sliding cylinder three, sliding cylinder four and the chute four be opened on pedestal, chute five, described chute four is perpendicular with above-mentioned chute one, and chute four and chute five conllinear are arranged, chute four and chute five slide respectively and is provided with slide block four and slide block five, described slide block four is fixed on the lower surface of above-mentioned template one, described slide block five is fixed on the lower surface of template one, described sliding cylinder three is horizontally fixed on pedestal, and the piston rod end of sliding cylinder three is fixed on a side of template one, described sliding cylinder four is horizontally fixed on pedestal, and the piston rod end of sliding cylinder four is fixed on a side of template two, described sliding cylinder three and sliding cylinder four are oppositely arranged.Sliding cylinder three can be with moving platen one along chute four slip, and sliding cylinder four can be with moving platen two along chute five slip, thus after steel wire is good, the lower end of template one and template two is closed, prepares to build.
In the process equipment of above-mentioned pre-tensioning system steel strand wires precast beam, described cutting-off mechanism comprises lift cylinder, rotary electric machine and cutting blade, described lift cylinder to be arranged on transverse slat and piston rod straight down, described rotary electric machine is horizontally fixed on the piston rod end of lift cylinder, described cutting blade is fixed on the output shaft of rotary electric machine, and cutting blade parallels with above-mentioned clamp three, described transverse slat is also provided with the adjustment structure that lift cylinder can be driven to slide.Lift cylinder can drive the upper and lower motion of rotary electric machine, thus drives the cutting blade on rotary electric machine to carry out blocking steel strand wires.
In the process equipment of above-mentioned pre-tensioning system steel strand wires precast beam, described adjustment structure comprises the slide rail one and adjusting cylinders that are horizontally fixed on transverse slat lower surface, the length direction of described slide rail one and the direction of motion of above-mentioned clamp one perpendicular, the cross section of described slide rail is in " convex " type and slip is provided with sliding shoe one, described sliding shoe one and slide rail match and are fixed on the cylinder body of above-mentioned lift cylinder, described adjusting cylinders cylinder body to be horizontally fixed on transverse slat and the end winding support of piston rod on sliding shoe one.Adjusting cylinders drives lift cylinder along slide rail one slip by sliding shoe one, thus can realize blocking many steel strand wires.
In the process equipment of above-mentioned pre-tensioning system steel strand wires precast beam, described clamp one alongst offers towards a side of clamp two groove one that some cross sections are semicircle shape, and a side of described clamp two opposite gripping blocks one offers corresponding groove two.Groove one and groove two play the positioning action to steel strand wires.
In the process equipment of above-mentioned pre-tensioning system steel strand wires precast beam, described pedestal is also fixed with slide rail two, and slide rail two parallels with above-mentioned chute one, described slide rail two slides and is provided with sliding shoe two, the upper surface of described sliding shoe two is fixed with travel switch.Travel switch can have more the length that actual conditions adjust steel strand wires more flexibly, when arriving certain length, sliding cylinder one can be made to stop extended steel twisted wire.
Compared with prior art, the process equipment of this pre-tensioning system steel strand wires precast beam has the following advantages:
1, after the utility model is clamped by clamp one and clamp two pairs of steel strand wires, clamp one, clamp two can be driven along chute two slip by sliding cylinder one, play the effect of guiding, stretching steel strand wires.
2, the utility model can be with moving platen one, template two slip by sliding cylinder three, thus after steel wire is good, the lower end of template one and template two is closed, prepares to build.
3, the utility model can be with movable slider three slip by sliding cylinder two, thus drives concrete to water funnel to build along chute three realization of sliding,
4, the utility model can drive the cutting blade on rotary electric machine to carry out blocking steel strand wires by lift cylinder, simultaneously, adjusting cylinders drives lift cylinder along slide rail one slip by sliding shoe one, thus can realize blocking many steel strand wires.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 of the present utility modelly faces structural representation;
Fig. 3 is right TV structure schematic diagram of the present utility model.
In figure, 1, pedestal; 2, bracing frame; 2a, riser; 2b, transverse slat; 3, strand pulling machine; 4, clamp one; 5, clamp two; 6, clamping cylinder one; 7, clamp three; 8, clamp four; 9, clamping cylinder two; 10, sliding cylinder one; 11, lift cylinder; 12, rotary electric machine; 13, cutting blade; 14, adjusting cylinders; 15, travel switch; 16, template one; 17, template two; 18, concrete waters funnel; 19, sliding cylinder two; 20, sliding cylinder three; 21, sliding cylinder four.
Detailed description of the invention
Be below specific embodiment of the utility model and by reference to the accompanying drawings, the technical solution of the utility model is further described, but the utility model be not limited to these embodiments.
As shown in Figure 1, a kind of process equipment of pre-tensioning system steel strand wires precast beam, the bracing frame 2 comprising pedestal 1 and be fixed on pedestal 1, bracing frame 2 comprises the riser 2a be fixed on the pedestal 1 and transverse slat 2b be fixed on riser 2a.One end of pedestal 1 is fixed with strand pulling machine 3, and other one end of pedestal 1 is provided with and can guides steel strand wires and the clamping device of stretch-draw.
Specifically, clamping device comprises clamp 1 and clamp 25, clamp 25 is positioned at directly over clamp 1, transverse slat 2b lower surface is provided with clamping cylinder 1, the piston rod of clamping cylinder 1 straight down and end winding support at the upper surface of clamp 25, clamping device also comprises clamp 37 and clamp 48 and between clamp 1 and strand pulling machine 3, clamp 37 to be fixed on pedestal 1 and parallel with clamp 1, clamp 48 is positioned at directly over clamp 37, transverse slat 2b lower surface is fixed with clamping cylinder 29, the piston rod of clamping cylinder 29 straight down and end winding support at the upper surface of clamp 48, pedestal 1 is also provided with the slide mechanism one that can simultaneously drive clamp 1 and clamp 25 to slide along pedestal 1 length direction.The sliding cylinder 1 that slide mechanism one comprises chute one, chute two and is horizontally fixed on pedestal 1, chute one is offered along pedestal 1 length direction, slide in chute one and be provided with slide block one, slide block one and chute one match and are fixed on the lower surface of clamp 1, chute two is opened in the lower surface of transverse slat 2b, the cross section of chute two is " convex " type and parallels with chute one, slide in chute two and be provided with slide block two, slide block two and chute two match and are fixed on the upper surface of clamp 25, and the piston rod end of sliding cylinder 1 is fixed on clamp 1.After clamp 1 and clamp 25 pairs of steel strand wires clamp, clamp 1 can be driven along chute one slip by sliding cylinder 1, meanwhile, clamp 25 also can be driven along chute two slip.
As shown in Figure 2, pedestal 1 is also provided with and can waters device by the concrete concrete that waters precast beam, comprise the template 1 be horizontally set on pedestal 1, template 2 17 and concrete and water funnel 18, and the upper end width of template 1 cross section is less than lower end width, and the side opening of opposite formwork 2 17 is provided with groove one, the upper end width of template 2 17 cross section is less than lower end width, and the side opening of opposite formwork 1 is provided with groove two, thus is conducive to building.Concrete waters funnel 18 and to be positioned at above template 2 17 and template 1 and to be arranged on transverse slat 2b, transverse slat 2b is provided with the slide mechanism two that concrete can be driven to water funnel 18 horizontal slip, pedestal 1 is also provided with the slide mechanism three that can carry out position adjustments to template 1 and template 2 17.
More particularly, slide mechanism two enclosed mass is opened in chute three on transverse slat 2b lower surface and sliding cylinder 2 19, the cross section of chute three is in " convex " type, and parallel with chute two, slide in chute three and be provided with slide block three, slide block three and chute three match and are fixed on concrete and water on a sidewall of funnel 18, and sliding cylinder 2 19 is fixed on transverse slat 2b and piston rod end and is fixed on slide block three.Sliding cylinder 2 19 can be with movable slider three along chute three slip, thus drives concrete to water funnel 18 to build along chute three realization of sliding, slide mechanism three comprises sliding cylinder 3 20, sliding cylinder 4 21 and the chute four be opened on pedestal 1, chute five, chute four is perpendicular with chute one, and chute four and chute five conllinear are arranged, chute four and chute five slide respectively and is provided with slide block four and slide block five, slide block four is fixed on the lower surface of template 1, slide block five is fixed on the lower surface of template 1, sliding cylinder 3 20 is horizontally fixed on pedestal 1, and the piston rod end of sliding cylinder 3 20 is fixed on a side of template 1, sliding cylinder 4 21 is horizontally fixed on pedestal 1, and the piston rod end of sliding cylinder 4 21 is fixed on a side of template 2 17, sliding cylinder 3 20 and sliding cylinder 4 21 are oppositely arranged.Sliding cylinder 3 20 can be with moving platen 1 along chute four slip, and sliding cylinder 4 21 can be with moving platen 2 17 along chute five slip, thus after steel wire is good, the lower end of template 1 and template 2 17 is closed, prepares to build.
In addition, crossbeam is also provided with the cutting-off mechanism that can block steel strand wires.Cutting-off mechanism comprises lift cylinder 11, rotary electric machine 12 and cutting blade 13, lift cylinder 11 to be arranged on transverse slat 2b and piston rod straight down, rotary electric machine 12 is horizontally fixed on the piston rod end of lift cylinder 11, cutting blade 13 is fixed on the output shaft of rotary electric machine 12, and cutting blade 13 parallels with clamp 37, transverse slat 2b is also provided with the adjustment structure that lift cylinder 11 can be driven to slide.Lift cylinder 11 can drive the upper and lower motion of rotary electric machine 12, thus drives the cutting blade 13 on rotary electric machine 12 to carry out blocking steel strand wires.
As shown in Figure 3, adjustment structure comprises the slide rail one and adjusting cylinders 14 that are horizontally fixed on transverse slat 2b lower surface, the length direction of slide rail one and the direction of motion of clamp 1 perpendicular, the cross section of slide rail is in " convex " type and slip is provided with sliding shoe one, sliding shoe one and slide rail match and are fixed on the cylinder body of lift cylinder 11, adjusting cylinders 14 cylinder body to be horizontally fixed on transverse slat 2b and the end winding support of piston rod on sliding shoe one.Adjusting cylinders 14 drives lift cylinder 11 along slide rail one slip by sliding shoe one, thus can realize blocking many steel strand wires.
Wherein, clamp 1 alongst offers towards a side of clamp 25 groove one that cross section is semicircle shape, and a side of clamp 25 opposite gripping blocks 1 offers corresponding groove two.Groove one and groove two play the positioning action to steel strand wires.Pedestal 1 is also fixed with slide rail two, and slide rail two parallels with chute one, slide rail two slides is provided with sliding shoe two, the upper surface of sliding shoe two is fixed with travel switch 15.Travel switch 15 can have more the length that actual conditions adjust steel strand wires more flexibly, when arriving certain length, sliding cylinder 1 can be made to stop extended steel twisted wire.Pedestal 1 is also fixed with PLC, and clamping cylinder 1, clamping cylinder 29, sliding cylinder 1, sliding cylinder 2 19, sliding cylinder 3 20, sliding cylinder 4 21, lift cylinder 11, rotary electric machine 12, adjusting cylinders 14 are all connected with PLC by circuit with travel switch 15.
First, strand pulling machine 3 pairs of steel strand wires carry out blanking, clamping cylinder 1 drives clamp 25 to move downward, thus with clamp one 4 pairs of steel strand wires clamping and positioning, clamp 1 and clamp 25 can be driven to slide along pedestal 1 length direction by sliding cylinder 1 simultaneously, play the effect of guiding, stretching steel strand wires; Then, after steel strand wires reach designated length, clamping cylinder 29 drives clamp 48 to move downward, thus with clamp 37 pairs of steel strand wires clamping and positioning, and lift cylinder 11 can drive the cutting blade 13 on rotary electric machine 12 to carry out blocking steel strand wires, meanwhile, adjusting cylinders 14 drives lift cylinder 11 along slide rail one slip by sliding shoe one, thus can realize blocking many steel strand wires; Secondly, dynamic air cylinder three, sliding cylinder 4 21 can according to the positions of real work situation adjusting template 1 and template 2 17; Finally, concrete can be driven to water funnel 18 horizontal slip by sliding cylinder 2 19, thus concrete water into precast beam.
Specific embodiment described herein is only to the explanation for example of the utility model spirit.The utility model person of ordinary skill in the field can make various amendment or supplements or adopt similar mode to substitute to described specific embodiment, but can't depart from spirit of the present utility model or surmount the scope that appended claims defines.
Although more employ 1 herein, pedestal; 2, bracing frame; 2a, riser; 2b, transverse slat; 3, strand pulling machine; 4, clamp one; 5, clamp two; 6, clamping cylinder one; 7, clamp three; 8, clamp four; 9, clamping cylinder two; 10, sliding cylinder one; 11, lift cylinder; 12, rotary electric machine; 13, cutting blade; 14, adjusting cylinders; 15, travel switch; 16, template one; 17, template two; 18, concrete waters funnel; 19, sliding cylinder two; 20, sliding cylinder three; 21, sliding cylinder fourth class term, but do not get rid of the possibility using other term.These terms are used to be only used to describe and explain essence of the present utility model more easily; The restriction that they are construed to any one additional is all contrary with the utility model spirit.
Claims (9)
1. the process equipment of a pre-tensioning system steel strand wires precast beam, comprise pedestal and be fixed on the bracing frame on pedestal, described bracing frame comprises the riser be fixed on pedestal and the transverse slat be fixed on riser, it is characterized in that, one end of described pedestal is fixed with some strand pulling machines, other one end of described pedestal is provided with and can guides steel strand wires and the clamping device of stretch-draw, described clamping device comprises clamp one and clamp two, described clamp two is positioned at directly over clamp one, described transverse slat lower surface is provided with clamping cylinder one, the piston rod of described clamping cylinder one straight down and end winding support at the upper surface of clamp two, described clamping device also comprises clamp three and clamp four and between clamp one and strand pulling machine, described clamp three to be fixed on pedestal and parallel with clamp one, described clamp four is positioned at directly over clamp three, described transverse slat lower surface is fixed with clamping cylinder two, the piston rod of described clamping cylinder two straight down and end winding support at the upper surface of clamp four, described pedestal is also provided with the slide mechanism one that can simultaneously drive clamp one and clamp two to slide along pedestal length direction, described pedestal is also provided with and can waters device by the concrete concrete that waters precast beam, comprise the template one be horizontally set on pedestal, template two and concrete and water funnel, described concrete waters funnel and to be positioned at above template two and template one and to be arranged on transverse slat, described transverse slat is provided with the slide mechanism two that concrete can be driven to water funnel horizontal slip, described pedestal is also provided with the slide mechanism three that can carry out position adjustments to template one and template two, described crossbeam is also provided with the cutting-off mechanism that can block steel strand wires.
2. the process equipment of pre-tensioning system steel strand wires precast beam according to claim 1, it is characterized in that, the upper end width of described template one cross section is less than lower end width, and the side opening of opposite formwork two is provided with groove one, the upper end width of above-mentioned template two cross section is less than lower end width, and the side opening of opposite formwork one is provided with groove two.
3. the process equipment of pre-tensioning system steel strand wires precast beam according to claim 1, it is characterized in that, described slide mechanism one comprises chute one, chute two and the sliding cylinder one be horizontally fixed on above-mentioned pedestal, described chute one is offered along pedestal length direction, slide in described chute one and be provided with slide block one, described slide block one matches with chute one and is fixed on the lower surface of above-mentioned clamp one, described chute two is opened in the lower surface of above-mentioned transverse slat, the cross section of chute two is " convex " type and parallels with chute one, slide in described chute two and be provided with slide block two, described slide block two matches with chute two and is fixed on the upper surface of above-mentioned clamp two, the piston rod end of described sliding cylinder one is fixed on clamp one.
4. the process equipment of pre-tensioning system steel strand wires precast beam according to claim 3, it is characterized in that, described slide mechanism two enclosed mass is opened in chute three on above-mentioned transverse slat lower surface and sliding cylinder two, the cross section of described chute three is in " convex " type, and parallel with above-mentioned chute two, slide in described chute three and be provided with slide block three, described slide block three matches with chute three and is fixed on above-mentioned concrete and waters on a sidewall of funnel, and described sliding cylinder two is fixed on transverse slat and piston rod end and is fixed on slide block three.
5. the process equipment of pre-tensioning system steel strand wires precast beam according to claim 4, it is characterized in that, described slide mechanism three comprises sliding cylinder three, sliding cylinder four and the chute four be opened on pedestal, chute five, described chute four is perpendicular with above-mentioned chute one, and chute four and chute five conllinear are arranged, chute four and chute five slide respectively and is provided with slide block four and slide block five, described slide block four is fixed on the lower surface of above-mentioned template one, described slide block five is fixed on the lower surface of template one, described sliding cylinder three is horizontally fixed on pedestal, and the piston rod end of sliding cylinder three is fixed on a side of template one, described sliding cylinder four is horizontally fixed on pedestal, and the piston rod end of sliding cylinder four is fixed on a side of template two, described sliding cylinder three and sliding cylinder four are oppositely arranged.
6. the process equipment of pre-tensioning system steel strand wires precast beam according to claim 5, it is characterized in that, described cutting-off mechanism comprises lift cylinder, rotary electric machine and cutting blade, described lift cylinder to be arranged on transverse slat and piston rod straight down, described rotary electric machine is horizontally fixed on the piston rod end of lift cylinder, described cutting blade is fixed on the output shaft of rotary electric machine, and cutting blade parallels with above-mentioned clamp three, described transverse slat is also provided with the adjustment structure that lift cylinder can be driven to slide.
7. the process equipment of pre-tensioning system steel strand wires precast beam according to claim 6, it is characterized in that, described adjustment structure comprises the slide rail one and adjusting cylinders that are horizontally fixed on transverse slat lower surface, the length direction of described slide rail one and the direction of motion of above-mentioned clamp one perpendicular, the cross section of described slide rail is in " convex " type and slip is provided with sliding shoe one, described sliding shoe one and slide rail match and are fixed on the cylinder body of above-mentioned lift cylinder, described adjusting cylinders cylinder body to be horizontally fixed on transverse slat and the end winding support of piston rod on sliding shoe one.
8. the process equipment of pre-tensioning system steel strand wires precast beam according to claim 3, it is characterized in that, described clamp one alongst offers towards a side of clamp two groove one that some cross sections are semicircle shape, and a side of described clamp two opposite gripping blocks one offers corresponding groove two.
9. the process equipment of pre-tensioning system steel strand wires precast beam according to claim 8, it is characterized in that, described pedestal is also fixed with slide rail two, and slide rail two parallels with above-mentioned chute one, described slide rail two slides and is provided with sliding shoe two, the upper surface of described sliding shoe two is fixed with travel switch.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520830355.3U CN205058279U (en) | 2015-10-23 | 2015-10-23 | Processing equipment of pre -tensioning system steel strand wires precast beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520830355.3U CN205058279U (en) | 2015-10-23 | 2015-10-23 | Processing equipment of pre -tensioning system steel strand wires precast beam |
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| Publication Number | Publication Date |
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| CN205058279U true CN205058279U (en) | 2016-03-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520830355.3U Expired - Fee Related CN205058279U (en) | 2015-10-23 | 2015-10-23 | Processing equipment of pre -tensioning system steel strand wires precast beam |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107322785A (en) * | 2017-06-22 | 2017-11-07 | 中交二航局第四工程有限公司安徽分公司 | Concrete prefabricated bridge plate making wire rope tensioning mechanism |
| CN107443569A (en) * | 2017-06-22 | 2017-12-08 | 中交二航局第四工程有限公司安徽分公司 | Concrete prefabricated bridge plate production equipment |
| CN107443568A (en) * | 2017-06-22 | 2017-12-08 | 中交二航局第四工程有限公司安徽分公司 | If cable wire rolls up the concrete prefabricated bridge plate producing device of support frame |
| CN110883928A (en) * | 2019-11-09 | 2020-03-17 | 安徽晶宫绿建集团有限公司 | Forming device of prefabricated plate |
-
2015
- 2015-10-23 CN CN201520830355.3U patent/CN205058279U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107322785A (en) * | 2017-06-22 | 2017-11-07 | 中交二航局第四工程有限公司安徽分公司 | Concrete prefabricated bridge plate making wire rope tensioning mechanism |
| CN107443569A (en) * | 2017-06-22 | 2017-12-08 | 中交二航局第四工程有限公司安徽分公司 | Concrete prefabricated bridge plate production equipment |
| CN107443568A (en) * | 2017-06-22 | 2017-12-08 | 中交二航局第四工程有限公司安徽分公司 | If cable wire rolls up the concrete prefabricated bridge plate producing device of support frame |
| CN107322785B (en) * | 2017-06-22 | 2019-05-14 | 中交二航局第四工程有限公司安徽分公司 | Wire rope tensioning mechanism is used in concrete prefabricated bridge plate production |
| CN107443569B (en) * | 2017-06-22 | 2019-05-14 | 中交二航局第四工程有限公司安徽分公司 | Concrete prefabricated bridge plate production equipment |
| CN107443568B (en) * | 2017-06-22 | 2019-05-14 | 中交二航局第四工程有限公司安徽分公司 | If the concrete prefabricated bridge plate producing device of cable wire volume support frame |
| CN110883928A (en) * | 2019-11-09 | 2020-03-17 | 安徽晶宫绿建集团有限公司 | Forming device of prefabricated plate |
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Granted publication date: 20160302 Termination date: 20161023 |