CN201524722U - Forming device of high-strength steel structure for buildings - Google Patents
Forming device of high-strength steel structure for buildings Download PDFInfo
- Publication number
- CN201524722U CN201524722U CN2009201732406U CN200920173240U CN201524722U CN 201524722 U CN201524722 U CN 201524722U CN 2009201732406 U CN2009201732406 U CN 2009201732406U CN 200920173240 U CN200920173240 U CN 200920173240U CN 201524722 U CN201524722 U CN 201524722U
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- roller
- steel structure
- strength steel
- high strength
- patrix
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Abstract
The utility model provides a forming device of a high-strength steel structure for buildings. The forming device is provided with an upper die, a lower die and a first piston rod, wherein the lower portion of the upper die is provided with a projection, the lower die engaged with the projection is arranged on the upper portion of the upper die, and the lower portion of the lower die is mounted on the first piston rod of a first hydraulic cylinder. During usage, the lower die is pushed to move to the upper die by the first piston rod, and then a flat steel plate is pressed to form a bending steel plate corresponding to shapes of the upper die and the lower die. Compared with I-beam main reinforcements manufactured by flat steel plates with the same specification, I-beam main reinforcements manufactured by the bending steel plates are high in strength and save more materials on conditions of processing I-beams with the same strength.
Description
Technical field
The utility model relates to construction steel structure manufacturing technology field, relates in particular to a kind of system type equipment of high strength steel structure for building.
Background technology
Construction steel structure is one of main building construction types.The characteristics of steel are intensity height, big from heavy and light, rigidity, so be used to build large span and superelevation, extra-duty building is suitable especially; Be mainly used in the load-bearing skeleton between heavy goods vehicles, the mill construction that is subjected to dynamic load function, plate and shell structure, towering television tower and large-span structures such as mast structure, bridge, high level and high-rise building etc.Steel construction should be studied high strength steel from now on, improves its yield point strength greatly; Want the shaped steel of rolling new varieties in addition, for example H shaped steel (claiming wide width wing edge shaped steel again), I-steel and T steel etc. are to adapt to the needs of longspan structure and high-rise building.Wherein, I-steel mainly contains epiplastron, bottom web and main muscle composition.Yet the main muscle of existing I-steel generally all is a plain plate, and the insufficient strength of the I-steel that itself and epiplastron, bottom web constitute is big, increases height and thickness that its intensity has only increases main muscle if desired.So relatively waste steel.
The utility model content
The utility model purpose is to provide a kind of system type equipment of high strength steel structure for building, goes out the high main muscle of a kind of intensity by this device fabrication, improves the intensity of I-steel, saves steel.
For achieving the above object, the utility model provides a kind of system type equipment of high strength steel structure for building, comprise: frame, the bottom is provided with the patrix of projection, top is provided with the counterdie of the groove that cooperates with described projection, first hydraulic cylinder, hydraulic pump, motor, control cabinet, top is equipped with the auxiliary stand of first roller, directive wheel, described first hydraulic cylinder is installed in the top, bottom of described frame, the bottom of described counterdie is installed on the first piston bar of described first hydraulic cylinder, the top of described patrix links to each other with described frame top below and described patrix be positioned at described counterdie directly over, described auxiliary stand is installed in the right side of described frame, top edge and described directive wheel that described directive wheel is installed in described auxiliary stand are positioned at described first roller top, described hydraulic pump and motor are installed in the top, bottom of described auxiliary stand, described hydraulic pump links to each other with described first hydraulic cylinder, described motor links to each other with described hydraulic pump, and described control cabinet is installed on the described auxiliary stand and with described motor and links to each other.
The system type equipment of high strength steel structure for building of the present utility model, the left side of described frame also is provided with track, and the dolly that has roller is installed on the described track, and second roller is installed on the described dolly.
The system type equipment of high strength steel structure for building of the present utility model, also comprise second hydraulic cylinder, described patrix) top links to each other with described frame top below by described second hydraulic cylinder, described second hydraulic cylinder is installed in the below, top of described frame, and the top of described patrix is installed on second piston rod of described second hydraulic cylinder.
The system type equipment of high strength steel structure for building of the present utility model, the projection of described patrix are two spaced each other triangular cones, and the groove of described counterdie is isosceles trapezoid, and the left side of described counterdie is provided with the inclined-plane that is used to locate.
The system type equipment of high strength steel structure for building of the present utility model, the projection of described patrix are two spaced each other corrugation shape cylinders, and the groove of described counterdie is 3 grooves that are corrugation shape.
The system type equipment of high strength steel structure for building of the present utility model also comprises the 3rd roller, and described the 3rd roller is installed on the described auxiliary stand and is positioned at directly over described first roller, and between described the 3rd roller and described first roller spacing is arranged.
The system type equipment of high strength steel structure for building of the present utility model, the distance between described first roller and described the 3rd roller is 0.5～6mm.
The system type equipment of high strength steel structure for building of the present utility model, the projection of described patrix are two spaced each other corrugation shape cylinders, and the groove of described counterdie is 3 grooves that are corrugation shape.
The system type equipment of high strength steel structure for building of the present utility model has the patrix that the bottom is provided with projection, top is provided with the counterdie of the groove that cooperates with projection, the bottom of counterdie is installed on the first piston bar of first hydraulic cylinder, when using, the first piston bar promotes counterdie and moves to patrix, thereby dull and stereotyped steel plate is pressed into the curved plates corresponding with the shape of upper die and lower die, utilize this curved plates to compare as the main muscle of I-steel with the dull and stereotyped steel of same specification as the main muscle of I-steel, its intensity has improved, and process under the situation of I-steel of same intensity, use curved plates as the main muscle of I-steel than using dull and stereotyped steel to economize a lot of materials as the main muscles and joints-vital links in a speech of I-steel.
Description of drawings
Fig. 1 looks cutaway view for the master of the system type equipment of high strength steel structure for building of the present utility model;
Fig. 2 is the vertical view cutaway drawing of Fig. 1;
Fig. 3 is the left view of Fig. 1;
Fig. 4 a is the first step schematic diagram of the system type equipment course of work of a kind of high strength steel structure for building of the present utility model;
Fig. 4 b is the second step schematic diagram of the system type equipment course of work of high strength steel structure for building among Fig. 4 a;
Fig. 4 c is the 3rd a step schematic diagram of the system type equipment course of work of high strength steel structure for building among Fig. 4 a;
Fig. 4 d is the 4th a step schematic diagram of the system type equipment course of work of high strength steel structure for building among Fig. 4 a;
Fig. 5 a is the first step schematic diagram of the system type equipment course of work of another kind of the present utility model high strength steel structure for building;
Fig. 5 b is the second step schematic diagram of the system type equipment course of work of high strength steel structure for building among Fig. 5 a;
Fig. 5 c is the 3rd a step schematic diagram of the system type equipment course of work of high strength steel structure for building among Fig. 6 a;
Fig. 6 a is the first step schematic diagram of the system type equipment course of work of another kind of the present utility model high strength steel structure for building;
Fig. 6 b is the second step schematic diagram of the system type equipment course of work of high strength steel structure for building among Fig. 6 a;
Fig. 6 c is the 3rd a step schematic diagram of the system type equipment course of work of high strength steel structure for building among Fig. 6 a;
Fig. 7 a is the first step schematic diagram of the system type equipment course of work of another kind of the present utility model high strength steel structure for building;
Fig. 7 b is the second step schematic diagram of the system type equipment course of work of high strength steel structure for building among Fig. 7 a;
Fig. 7 c is the 3rd a step schematic diagram of the system type equipment course of work of high strength steel structure for building among Fig. 7 a.
The specific embodiment
Below in conjunction with accompanying drawing the specific embodiment of the present utility model is described in detail:
With reference to figure 1, Fig. 2 and Fig. 3, the system type equipment of the high strength steel structure for building of present embodiment comprises that counterdie 3, first hydraulic cylinder 51, hydraulic pump 53, motor 54, control cabinet 55, top that patrix 2, top that frame 1, bottom are provided with two spaced each other triangular cones are provided with the groove that is isosceles trapezoid that cooperates with the triangular cone are equipped with the auxiliary stand 4 of several first rollers 41, four directive wheel 6, track 7, the dolly 8 that has four rolling 81 and second rollers 10.Wherein, first hydraulic cylinder 51 is fixedly mounted on the top, bottom of frame 1.The bottom of counterdie 3 is installed on the first piston bar 52 of first hydraulic cylinder 51, and the left side of counterdie 3 is provided with the inclined-plane 301 that is used to locate.The top of patrix 2 be fixed on the top below of frame 1 and patrix 2 be positioned at counterdie 3 directly over.Auxiliary stand 4 is installed in the right side of frame 1.The corresponding in twos top edge that are installed in auxiliary stand 4 of four directive wheels 6, and the position of each directive wheel 6 is a little more than first roller 41, and directive wheel 6 is used for fixing steel plate, so that steel plate moves along a straight line on first roller 41.Hydraulic pump 53 and motor 54 are installed in the top, bottom of auxiliary stand 4, and hydraulic pump 53 links to each other with first hydraulic cylinder 51 by pipeline 56, and motor 54 links to each other with hydraulic pump 53, and control cabinet 55 is installed on the auxiliary stand 4 and with motor 54 and links to each other.The dolly 9 that has roller 81 is installed on the track 7, second roller 10 is installed on the dolly 9.Track 7 is installed in the left side in frame 1.
With reference to figure 4a, Fig. 4 b, Fig. 4 c and Fig. 4 d, be the course of work of the system type equipment of the high strength steel structure for building of present embodiment.At first, after opening motor 54, steel plate is moved right along first roller 41, make it to be between patrix 2 and the counterdie 3, secondly, press the compacting button on the control cabinet 55, counterdie 3 moves to patrix 2 under the promotion of first piston bar 52, thus presed-steel plate, then, press the die sinking button on the control cabinet 55, counterdie 3 sets back under the drive of first piston bar 52, and is last, and the part of compression moulding on the steel plate is moved out, and the slope of the rightmost side, position of the compression moulding of steel plate is stuck on the inclined-plane of counterdie 3, so that compacting is located next time, make the shape uniformity of the steel plate that suppresses, can suppress continuously so repeatedly.Need to prove, the patrix 2 of high strength steel structure for building of the present utility model and the shape of counterdie 3 are not limited to the described shape of present embodiment, also can be other shapes, shown in Fig. 6 a, Fig. 6 b and Fig. 6 c, the projection of patrix 2 can be spaced corrugation shape cylinder each other, and the groove of counterdie 3 is 3 grooves that are corrugation shape.Wherein, the groove of a corrugation shape of high order end is used for the location, and other two are used for compacting.Its pressing process is also shown in Fig. 6 a, Fig. 6 b and Fig. 6 c.
Certainly, the system type equipment of high strength steel structure for building of the present utility model moreover, shown in Fig. 5 a, Fig. 5 b and Fig. 5 c, recover deformation to counterdie 3 wearing and tearing that impact in order to alleviate steel plate being pressed the back, between below patrix 2 and frame 1 top, one second hydraulic cylinder 51 ' can also be set, three the 3rd rollers 11 also are installed on the top of auxiliary stand 4 simultaneously, and the 3rd roller 11 is positioned at directly over first roller 41, gap therebetween is generally 0.5～6mm, i.e. a thickness that is pressed steel plate.Second hydraulic cylinder 51 ' is installed in the below, top of frame 1, and the top of patrix 2 is installed on second piston rod 52 ' of second hydraulic cylinder 51 '.First piston bar 52 promotion counterdies 3 move up during compacting, second piston rod 52 ' promotes patrix 2 and moves down, it is the mobile in opposite directions presed-steel plate of counterdie 3, patrix 2, because steel plate is upwards all stressed downwards, like this, having suppressed the back steel plate will be very little to counterdie 3 and patrix 2 impact frictions in the process of recovering deformation.Equally, counterdie 3 and patrix 2 that this patrix 2, counterdie 3 move in the scheme of suppressing in opposite directions also can be other shapes, shown in Fig. 7 a, Fig. 7 b or Fig. 7 c, the projection of patrix 2 can be spaced corrugation shape cylinder each other, and the groove of counterdie 3 is 3 grooves that are corrugation shape.Wherein, the groove of a corrugation shape of high order end is used for the location, and other two are used for compacting.Its pressing process is shown in Fig. 7 a, Fig. 7 b and Fig. 7 c.
The system type equipment of high strength steel structure for building of the present utility model has the patrix that the bottom is provided with projection, top is provided with the counterdie of the groove that cooperates with projection, the bottom of counterdie is installed on the first piston bar of first hydraulic cylinder, when using, the first piston bar promotes counterdie and moves to patrix, thereby dull and stereotyped steel plate is pressed into the curved plates corresponding with the shape of upper die and lower die, utilize this curved plates to compare as the main muscle of I-steel with the dull and stereotyped steel of same specification as the main muscle of I-steel, its intensity has improved, and process under the situation of I-steel of same intensity, use curved plates as the main muscle of I-steel than using dull and stereotyped steel to economize a lot of materials as the main muscles and joints-vital links in a speech of I-steel.
Above embodiment is described preferred implementation of the present utility model; be not that scope of the present utility model is limited; under the prerequisite that does not break away from the utility model design spirit; various distortion and improvement that the common engineers and technicians in this area make the technical solution of the utility model all should fall in the definite protection domain of claims of the present utility model.
Claims (7)
1. the system type equipment of a high strength steel structure for building, it is characterized in that, comprise: frame (1), the bottom is provided with the patrix (2) of projection, top is provided with the counterdie (3) of the groove that cooperates with described projection, first hydraulic cylinder (51), hydraulic pump (53), motor (54), control cabinet (55), top is equipped with the auxiliary stand (4) of first roller (41), directive wheel (6), described first hydraulic cylinder (51) is installed in the top, bottom of described frame (1), the bottom of described counterdie (3) is installed on the first piston bar (52) of described first hydraulic cylinder (51), the top of described patrix (2) and described frame (1) top below links to each other and described patrix (2) be positioned at described counterdie (3) directly over, described auxiliary stand (4) is installed in the right side of described frame (1), top edge and described directive wheel (6) that described directive wheel (8) is installed in described auxiliary stand (4) are positioned at described first roller (41) top, described hydraulic pump (53) and motor (54) are installed in the top, bottom of described auxiliary stand (4), described hydraulic pump (53) links to each other with described first hydraulic cylinder (51), described motor (54) links to each other with described hydraulic pump (53), and described control cabinet (55) is installed in described auxiliary stand (4) and upward and with described motor (54) links to each other.
2. the system type equipment of high strength steel structure for building according to claim 1, it is characterized in that, the left side of described frame (1) also is provided with track (7), and the dolly (9) that has roller (81) is installed on the described track (7), and second roller (10) is installed on the described dolly (9).
3. the system type equipment of high strength steel structure for building according to claim 2, it is characterized in that, also comprise second hydraulic cylinder (51 '), the top of described patrix (2) links to each other with below, described frame (1) top by described second hydraulic cylinder (51 '), described second hydraulic cylinder (51 ') is installed in the below, top of described frame (1), and the top of described patrix (2) is installed on second piston rod (52 ') of described second hydraulic cylinder (51 ').
4. according to the system type equipment of any described high strength steel structure for building of claim 1 to 3, it is characterized in that, the projection of described patrix (2) is two spaced each other triangular cones, the groove of described counterdie (3) is isosceles trapezoid, and the left side of described counterdie (3) is provided with the inclined-plane (301) that is used to locate.
5. according to the system type equipment of any described high strength steel structure for building of claim 1 to 3, it is characterized in that, the projection of described patrix (2) is two spaced each other corrugation shape cylinders, and the groove of described counterdie (3) is 3 grooves that are corrugation shape.
6. the system type equipment of high strength steel structure for building according to claim 4, it is characterized in that, also comprise the 3rd roller (11), described the 3rd roller (11) is installed on the described auxiliary stand (4) and is positioned at directly over described first roller (41), and between described the 3rd roller (11) and described first roller (41) spacing is arranged.
7. the system type equipment of high strength steel structure for building according to claim 6 is characterized in that, the distance between described first roller (41) and described the 3rd roller (11) is 0.5～6mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201732406U CN201524722U (en) | 2009-08-25 | 2009-08-25 | Forming device of high-strength steel structure for buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201732406U CN201524722U (en) | 2009-08-25 | 2009-08-25 | Forming device of high-strength steel structure for buildings |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201524722U true CN201524722U (en) | 2010-07-14 |
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ID=42516021
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201732406U Expired - Lifetime CN201524722U (en) | 2009-08-25 | 2009-08-25 | Forming device of high-strength steel structure for buildings |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201524722U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106311819A (en) * | 2016-11-17 | 2017-01-11 | 讯龙型材折弯（合肥）有限公司 | Continuous processing type waveform interval type plate processing mechanism |
| CN106944515A (en) * | 2016-11-17 | 2017-07-14 | 讯龙型材折弯（合肥）有限公司 | A kind of sheet material continous way waveform processing unit (plant) |
| CN107952850A (en) * | 2017-12-06 | 2018-04-24 | 湖北三环锻压设备有限公司 | A kind of bending method of steel corrugated workpiece automatic moulding |
| CN107952909A (en) * | 2018-01-11 | 2018-04-24 | 安徽机电职业技术学院 | A kind of processing machine for being used to for metal wire rod to be processed into bending frame-type structure |
| CN113695437A (en) * | 2021-08-27 | 2021-11-26 | 重庆创新燃料电池技术产业研究院有限公司 | Forming method of corrugated plate with rectangular section of ultralight air-cooled reactor |
| CN117444021A (en) * | 2023-12-25 | 2024-01-26 | 中铁四局集团有限公司 | Stainless steel composite corrugated plate molding machine and molding process thereof |
-
2009
- 2009-08-25 CN CN2009201732406U patent/CN201524722U/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106311819A (en) * | 2016-11-17 | 2017-01-11 | 讯龙型材折弯（合肥）有限公司 | Continuous processing type waveform interval type plate processing mechanism |
| CN106944515A (en) * | 2016-11-17 | 2017-07-14 | 讯龙型材折弯（合肥）有限公司 | A kind of sheet material continous way waveform processing unit (plant) |
| CN107952850A (en) * | 2017-12-06 | 2018-04-24 | 湖北三环锻压设备有限公司 | A kind of bending method of steel corrugated workpiece automatic moulding |
| CN107952909A (en) * | 2018-01-11 | 2018-04-24 | 安徽机电职业技术学院 | A kind of processing machine for being used to for metal wire rod to be processed into bending frame-type structure |
| CN107952909B (en) * | 2018-01-11 | 2024-05-17 | 安徽机电职业技术学院 | A processor for processing metal wire into crooked frame structure |
| CN113695437A (en) * | 2021-08-27 | 2021-11-26 | 重庆创新燃料电池技术产业研究院有限公司 | Forming method of corrugated plate with rectangular section of ultralight air-cooled reactor |
| CN117444021A (en) * | 2023-12-25 | 2024-01-26 | 中铁四局集团有限公司 | Stainless steel composite corrugated plate molding machine and molding process thereof |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20100714 |
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| CX01 | Expiry of patent term |