CN204160621U - The whole template die platform of stainless steel for prefabricated assembled concrete component - Google Patents
The whole template die platform of stainless steel for prefabricated assembled concrete component Download PDFInfo
- Publication number
- CN204160621U CN204160621U CN201420565952.3U CN201420565952U CN204160621U CN 204160621 U CN204160621 U CN 204160621U CN 201420565952 U CN201420565952 U CN 201420565952U CN 204160621 U CN204160621 U CN 204160621U
- Authority
- CN
- China
- Prior art keywords
- profile steel
- die station
- side direction
- channel
- crashproof
- 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.)
- Expired - Fee Related
Links
Abstract
The utility model discloses the whole template die platform of a kind of stainless steel for prefabricated assembled concrete component, this die station comprises die station framework, vibrating grid and some bases, and die station framework is made up of channel-section steel and crosspiece, which is provided with the whole plate of stainless steel; Vibrating grid is made up of H profile steel crossbeam, intermediate beam, vibrating motor and the fixture for the crashproof strap that cushions and protection rubber cushion, vibrating motor is located at the large soffit of H profile steel, crashproof strap is located at the large top surface of the beam of H profile steel and end face, and protection rubber cushion is located at H profile steel crossbeam lateral surface; Base is made up of base plate, adjustable plate, bracing frame and damping rubber pad, adjusts substructure height by adjusting bolt; The crosspiece bottom surface of die station framework is located on the crashproof strap of the H profile steel crossbeam of vibrating grid, and the damping rubber pad of base is clamped between the base fixing plate of vibrating grid.This die station enables cast-in-place concrete vibration compacting, avoids producing pore, unsound problem, improves the quality of die station abrasion-proof corrosion-proof ability and service life and prefabricated components.
Description
Technical field
The utility model relates to the whole template die platform of a kind of stainless steel for prefabricated assembled concrete component.
Background technology
Prefabricated assembled concrete component has been widely used in the engineering fields such as industry and civil buildings, bridge road, waterwork, plays irreplaceable effect.
Along with the development of prefabricated components production technology, tradition die station can not meet the production requirement of prefabricated components, tradition die station ubiquity that structure is unreasonable, poor rigidity, defect that distortion is large, especially has that the antitorque ability of sticking up is low, buckling deformation is large, accurate to dimension is poor, a problem such as wear resistant corrosion resistant ability and spillage phenomenon; At traditional die station upper concrete, inside concrete easily produces pore, unsound problem.Therefore research and develop novel wear resistant corrosion resistant die station rational in infrastructure and seem particularly necessary, it manufactures the large bottleneck becoming the industrialized development of restriction high-quality prefabricated components.
For the die station of industrialized house apparatus for production line, usually adopt the carbon steel of Q345 or Q235 to make, the corrosion resistance of its sheet material and wearability can not meet duty requirements.Chinese patent (CN203542835U) discloses a kind of standard die station for precast concrete, the panel of this standard die station adopts the assembled welding production of SUS430 corrosion resistant plate, but it is large to there is deflection during the assembled welding of panel, need follow-up butt welded seam polishing, to ensure panel edge joint position roughness, planarity requirements, add die station fabrication cycle and production cost, splicing welding joint place wear resistant corrosion resistant lacks in ability in addition, reduces die station service life.
Summary of the invention
Technical problem to be solved in the utility model is to provide the whole template die platform of a kind of stainless steel for prefabricated assembled concrete component, this die station overcomes the defect of traditional die station, enable cast-in-place concrete vibration compacting, cast concrete inside is avoided to produce pore, unsound problem, improve the abrasion-proof corrosion-proof ability of die station, effectively improve the quality of prefabricated components and the service life of die station.
For solving the problems of the technologies described above, the stainless steel whole template die platform that the utility model is used for prefabricated assembled concrete component comprises die station framework, vibrating grid and some bases, wherein:
Described die station framework comprises corrosion resistant plate, two channel-section steels, some crosspieces and some shackle plates, described two spaced and parallel layouts of channel-section steel, described some crosspiece intervals are located between described two channel-section steels, the lateral surface of described two channel-section steels is located at described some shackle plate intervals, and described corrosion resistant plate is located at described two channel-section steels and some crosspiece end faces;
Described vibrating grid comprises two H profile steel crossbeams, two intermediate beams, some side direction fixed heads, some base fixing plates, some lateral support channel-section steels, some crashproof straps, some vibrating motors, some side direction protection rubber cushions and some side direction pressing plates, described two H profile steel crossbeam parallel interval are arranged, described two intermediate beam parallel interval are located between described two H profile steel crossbeams, described some crashproof straps are laid in end face and the end face of described two H profile steel crossbeams respectively, the lateral surface of described two H profile steel crossbeams is located at described some side direction fixed head intervals, described some lateral support channel-section steels are located on described some side direction fixed heads, described some side direction protection rubber cushion to be located on described some side direction fixed heads and against described some lateral support channel-section steels, described some side direction pressing plates protect rubber cushion against described some side direction and are secured by bolts in described some side direction fixed heads, described some base fixing plates are located at described two large soffits of H profile steel by sunk screw interval, described some vibrating motors are located at described two large soffits of H profile steel by bolt spacings,
Described base comprises base plate, adjustable plate, bracing frame and damping rubber pad, and described base plate is connected by bolt spacings with adjustable plate, and support frame as described above is located at described adjustable plate end face, and described damping rubber pad is located at support frame as described above end face;
Some crosspiece bottom surfaces of described die station framework are located on the crashproof strap of two H profile steel crossbeams of described vibrating grid, and the damping rubber pad of described some bases is clamped between some base fixing plates of described vibrating grid.
Further, the some crashproof strap of described vibrating grid adopts adhesive for polyurethane to be pasted on end face and the end face of described two H profile steel crossbeams.
Further, this die station also comprises some stiffeners, and described some stiffeners are located between described some vibrating motors and two large soffits of H profile steel.
Further, the crosspiece of described die station framework and the intermediate beam of described vibrating grid are steel I-beams.
The whole template die platform of stainless steel being used for prefabricated assembled concrete component due to the utility model have employed technique scheme, namely this die station comprises die station framework, vibrating grid and some bases, die station framework is made up of channel-section steel and crosspiece, which is provided with corrosion resistant plate, and channel-section steel lateral surface is provided with shackle plate; Vibrating grid is made up of H profile steel crossbeam, intermediate beam, vibrating motor and the fixture for fixing crashproof strap and protection rubber cushion, vibrating motor is located at the large soffit of H profile steel, crashproof strap is located at the large top surface of the beam of H profile steel and end face, and protection rubber cushion is located at H profile steel crossbeam lateral surface; Base is made up of base plate, adjustable plate, bracing frame and damping rubber pad, adjusts substructure height by adjusting bolt; The crosspiece bottom surface of die station framework is located on the crashproof strap of the H profile steel crossbeam of vibrating grid, and the damping rubber pad of some bases is clamped between some base fixing plates of vibrating grid.This die station overcomes the defect of traditional die station, enable cast-in-place concrete vibration compacting, avoid cast concrete inside to produce pore, unsound problem, improve the abrasion-proof corrosion-proof ability of die station, effectively improve the quality of prefabricated components and the service life of die station.
Accompanying drawing explanation
Below in conjunction with drawings and embodiments, the utility model is described in further detail:
Fig. 1 is the stainless steel whole template die platform schematic diagram of the utility model for prefabricated assembled concrete component;
Fig. 2 is the schematic diagram of die station framework in this die station;
Fig. 3 is the schematic diagram of vibrating grid in this die station;
Fig. 4 is the top view of Fig. 3;
Fig. 5 is the side view of Fig. 4;
Fig. 6 is the A portion enlarged drawing of Fig. 4;
Fig. 7 is the schematic diagram of base in this die station.
Detailed description of the invention
As shown in Figure 1, the stainless steel whole template die platform that the utility model is used for prefabricated assembled concrete component comprises die station framework 1, vibrating grid 2 and some bases 3, wherein:
As shown in Figure 2, described die station framework 1 comprises corrosion resistant plate 11, two channel-section steels 12, some crosspieces 13 and some shackle plates 14, described two spaced and parallel layouts of channel-section steel 12, described some crosspieces 13 interval is located between described two channel-section steels 12, the lateral surface of described two channel-section steels 12 is located at described some shackle plates 14 interval, and described corrosion resistant plate 11 is located at described two channel-section steels 12 and some crosspieces 13 end face, wherein, the concrete quantity of crosspiece and shackle plate is determined according to the size of die station framework, corrosion resistant plate can adopt the whole plate of B425 stainless steel, its chemical composition is (wt.%): C≤0.04, Si≤1.00, Mn≤1.00, P≤0.04, S≤0.01, Cr14.00 ~ 15.00, V0.05 ~ 0.10, N≤0.04, the whole plate of stainless steel is compared with welding corrosion resistant plate, increase the arrangement interval of crosspiece, alleviate the overall weight of die station, and its wear-resistant corrosion resistance is better, solve stainless steel faceplate in die station manufacture process and need assembled welding, weld seam polishing, weld industry, weld seam and the problem such as base material abrasion-proof corrosion-proof performance is inconsistent,
As Fig. 3, Fig. 4, shown in Fig. 5 and Fig. 6, described vibrating grid 2 comprises two H profile steel crossbeams 21, two intermediate beams 22, some side direction fixed heads 23, some base fixing plates 24, some lateral support channel-section steels 25, some crashproof straps 26, some vibrating motors 27, some side direction protection rubber cushions 28 and some side direction pressing plates 29, described two H profile steel crossbeam 21 parallel interval are arranged, described two intermediate beam 22 parallel interval are located between described two H profile steel crossbeams 21, described some crashproof straps 26 are laid in end face and the end face of described two H profile steel crossbeams 21 respectively, the lateral surface of described two H profile steel crossbeams 21 is located at described some side direction fixed head 23 intervals, described some lateral support channel-section steels 25 are located on described some side direction fixed heads 23, described some side direction protection rubber cushion 28 to be located on described some side direction fixed heads 23 and against described some lateral support channel-section steels 25, described some side direction pressing plates 29 protect rubber cushion 28 against described some side direction and are secured by bolts in described some side direction fixed heads 23, described some base fixing plates 24 are located at described two H profile steel crossbeam 21 bottom surfaces by sunk screw interval, described some vibrating motors 27 are located at described two H profile steel crossbeam 21 bottom surfaces by bolt spacings, crashproof strap avoids the rigid contact between two H profile steel crossbeams and two channel-section steels of die station framework, the impact that side direction protection rubber cushion available buffer vibrating grid side is subject to, and play certain guide effect, the load of this die station of quantity basis of vibrating motor and determining, can be distributed in the bottom surface of two H profile steel crossbeams,
As shown in Figure 7, described base comprises base plate 31, adjustable plate 32, bracing frame 33 and damping rubber pad 34, described base plate 31 and adjustable plate 32 are connected by bolt 35 interval, and support frame as described above 33 is located at described adjustable plate 32 end face, and described damping rubber pad 34 is located at support frame as described above 33 end face; By the connecting bolt between adjustment base plate and adjustable plate with the height of adjusting base, when facilitating this die station in-site installation to construct, some bases are adjusted in same level;
Some crosspieces 13 bottom surface of described die station framework 1 is located on the crashproof strap 26 of two H profile steel crossbeams 21 of described vibrating grid 2, and the damping rubber pad 34 of described some bases 3 is clamped between some base fixing plates 24 of described vibrating grid 2.
Further, the some crashproof strap 26 of described vibrating grid 2 adopts adhesive for polyurethane to be pasted on end face and the end face of described two H profile steel crossbeams 21.
Further, this die station also comprises some stiffeners 20, and described some stiffeners 20 are located between described some vibrating motors 27 and two H profile steel crossbeam 21 bottom surfaces.Stiffener, for strengthening the connection of vibrating motor and H profile steel crossbeam, ensures stable performance during vibrating motor vibration work, to meet the requirement of vibrating of heterogeneity cast-in-place concrete.
Further, the crosspiece 13 of described die station framework 1 and the intermediate beam 22 of described vibrating grid 2 adopt steel I-beam.
This die station can be made into all sizes such as 3.5 meters × 9 meters, 4 meters × 9 meters, 4 meters × 12 meters, 3.5 meters × 12 meters, die station corrosion resistant plate flatness is less than 1mm/3m, corrosion resistant plate polishing after completing, roughness is less than R6.3, the first spray-applied primer in all the other positions, spray intermediate coat again, last spray paint.For different size, can arrange that more vibrating motors and base for supporting meet produced on-site requirement by interval, and vibrating grid enables cast-in-place concrete vibration compacting, overcome and easily produce pore, unsound problem in inside at streamline die station upper concrete, effectively improve the quality of prefabricated components.
Claims (4)
1., for the whole template die platform of stainless steel of prefabricated assembled concrete component, it is characterized in that: this die station comprises die station framework, vibrating grid and some bases, wherein:
Described die station framework comprises corrosion resistant plate, two channel-section steels, some crosspieces and some shackle plates, described two spaced and parallel layouts of channel-section steel, described some crosspiece intervals are located between described two channel-section steels, the lateral surface of described two channel-section steels is located at described some shackle plate intervals, and described corrosion resistant plate is located at described two channel-section steels and some crosspiece end faces;
Described vibrating grid comprises two H profile steel crossbeams, two intermediate beams, some side direction fixed heads, some base fixing plates, some lateral support channel-section steels, some crashproof straps, some vibrating motors, some side direction protection rubber cushions and some side direction pressing plates, described two H profile steel crossbeam parallel interval are arranged, described two intermediate beam parallel interval are located between described two H profile steel crossbeams, described some crashproof straps are laid in end face and the end face of described two H profile steel crossbeams respectively, the lateral surface of described two H profile steel crossbeams is located at described some side direction fixed head intervals, described some lateral support channel-section steels are located on described some side direction fixed heads, described some side direction protection rubber cushion to be located on described some side direction fixed heads and against described some lateral support channel-section steels, described some side direction pressing plates protect rubber cushion against described some side direction and are secured by bolts in described some side direction fixed heads, described some base fixing plates are located at described two large soffits of H profile steel by sunk screw interval, described some vibrating motors are located at described two large soffits of H profile steel by bolt spacings,
Described base comprises base plate, adjustable plate, bracing frame and damping rubber pad, and described base plate is connected by bolt spacings with adjustable plate, and support frame as described above is located at described adjustable plate end face, and described damping rubber pad is located at support frame as described above end face;
Some crosspiece bottom surfaces of described die station framework are located on the crashproof strap of two H profile steel crossbeams of described vibrating grid, and the damping rubber pad of described some bases is clamped between some base fixing plates of described vibrating grid.
2. the whole template die platform of the stainless steel for prefabricated assembled concrete component according to claim 1, is characterized in that: the some crashproof strap of described vibrating grid adopts adhesive for polyurethane to be pasted on end face and the end face of described two H profile steel crossbeams.
3. the whole template die platform of the stainless steel for prefabricated assembled concrete component according to claim 1, is characterized in that: this die station also comprises some stiffeners, and described some stiffeners are located between described some vibrating motors and two large soffits of H profile steel.
4. the whole template die platform of the stainless steel for prefabricated assembled concrete component according to claim 1, is characterized in that: the crosspiece of described die station framework and the intermediate beam of described vibrating grid are steel I-beams.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420565952.3U CN204160621U (en) | 2014-09-29 | 2014-09-29 | The whole template die platform of stainless steel for prefabricated assembled concrete component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420565952.3U CN204160621U (en) | 2014-09-29 | 2014-09-29 | The whole template die platform of stainless steel for prefabricated assembled concrete component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204160621U true CN204160621U (en) | 2015-02-18 |
Family
ID=52534346
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420565952.3U Expired - Fee Related CN204160621U (en) | 2014-09-29 | 2014-09-29 | The whole template die platform of stainless steel for prefabricated assembled concrete component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204160621U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105904583A (en) * | 2016-06-20 | 2016-08-31 | 唐永华 | Production mold platform for prefabricated part and manufacturing method for production mold platform |
| CN109278168A (en) * | 2018-10-17 | 2019-01-29 | 河南五建建设集团有限公司 | Precast concrete template, die station and precast concrete forming method |
| CN109850534A (en) * | 2018-12-12 | 2019-06-07 | 湖南三一快而居住宅工业有限公司 | Tipper and prefabricated components production system |
-
2014
- 2014-09-29 CN CN201420565952.3U patent/CN204160621U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105904583A (en) * | 2016-06-20 | 2016-08-31 | 唐永华 | Production mold platform for prefabricated part and manufacturing method for production mold platform |
| CN109278168A (en) * | 2018-10-17 | 2019-01-29 | 河南五建建设集团有限公司 | Precast concrete template, die station and precast concrete forming method |
| CN109850534A (en) * | 2018-12-12 | 2019-06-07 | 湖南三一快而居住宅工业有限公司 | Tipper and prefabricated components production system |
| CN109850534B (en) * | 2018-12-12 | 2021-03-26 | 湖南三一快而居住宅工业有限公司 | Tilter and prefabricated part production system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101537564B (en) | Pairing method of H-section steel for super-large crane beams | |
| CN101259579B (en) | Processing method for box type space bending component | |
| CN201474165U (en) | Combined corrugated web girder | |
| CN203640309U (en) | Adjustable pipe carrier used on large-span steel structure roof primary truss general assembly jig frame | |
| CN101225688A (en) | Corrugated sternum H-shaped steel composite beam | |
| CN101413334B (en) | Architecture art embossment stone wall surface dried hanging structure and construction method thereof | |
| CN204160621U (en) | The whole template die platform of stainless steel for prefabricated assembled concrete component | |
| CN102979108B (en) | For locating the location stock of crab-bolt group | |
| CN201738597U (en) | Sectional steel and steel pipe combined type support system of beam with high and large cross section | |
| CN202517214U (en) | Upper car platform welding fixture | |
| CN105317052A (en) | Tower crane foundation bolt fixing method | |
| CN106703073B (en) | Super High building hoist exempts from return back to top steel beam foundation and its construction method | |
| CN202559241U (en) | Universal displacement telescopic device | |
| CN202577158U (en) | Hyperbolic cable tower cross beam adjusting bracket | |
| CN204826202U (en) | Adjustable type bracket structure | |
| CN209941512U (en) | Supporting shear part for lower cross beam of inclined tower of cable-stayed bridge | |
| CN210163789U (en) | Cast-in-place box girder arc chamfer department typical forms | |
| CN210482635U (en) | Concrete pillar reinforcing structure at lower part of shock insulation support | |
| CN104060819A (en) | Method for constructing shear wall by using typified forms and used typified forms | |
| CN210082067U (en) | Multi-purpose T beam bench structure | |
| CN203213022U (en) | Mobile temporary prestress tensioning anchor block | |
| CN207405989U (en) | Punching block panel assembly in a kind of self-propelled | |
| CN103132538A (en) | Auxiliary device for alignment and leveling of slope foundation sand mound with mat iron and mat iron placing method | |
| CN205000634U (en) | Floor supports first both sides connecting elements | |
| CN204570624U (en) | Segment gate the is adjustable horizontal assembled frame of radian |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150218 Termination date: 20200929 |