CN201769279U - Steel wire net rack suspension device for manufacturing steam-aerated concrete plate - Google Patents
Steel wire net rack suspension device for manufacturing steam-aerated concrete plate Download PDFInfo
- Publication number
- CN201769279U CN201769279U CN2010205058082U CN201020505808U CN201769279U CN 201769279 U CN201769279 U CN 201769279U CN 2010205058082 U CN2010205058082 U CN 2010205058082U CN 201020505808 U CN201020505808 U CN 201020505808U CN 201769279 U CN201769279 U CN 201769279U
- Authority
- CN
- China
- Prior art keywords
- rack
- steel wire
- pommel horse
- eccentric
- rod
- 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
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to a steel wire net rack suspension device for manufacturing a steam-aerated concrete plate, which comprises a mould frame and a saddle rack arranged at the upper part of the mould frame, wherein a saddle is transversely arranged on the saddle rack; the suspension device is characterized in that the saddle is provided with a neck rack clamping, suspending and positioning device that comprises rotary eccentric suspension rods, wherein every two rotary eccentric suspension rods that are parallelly and symmetrically arranged on the saddle are formed into a group; a central rod at the upper part of each rotary eccentric suspension rod is matched with a shaft sleeve arranged on the saddle, and the upper end of each rotary eccentric suspension rod is connected with a rotary handle; the lower part of the rotary eccentric suspension rod is an eccentric rod; and the upper part and the lower part of the eccentric rod are provided with eccentric clamping grooves matched with the steel wire of the net rack. The suspension device in the utility model can replace the drill rod insertion type neck rack suspension device in the original steam-aerated concrete plate manufacturing technology, so that not only is the neck rack positioning precision improved, the technology is simplified and the production cost is reduced, but also the drill rod is avoided damaging the aerated plate, and the product quality is improved.
Description
Technical field
The utility model relates to a kind of steel wire net rack erecting by overhang that the autoclaved aerated concrete slab material is made that is used for.
Background technology
The autoclaved aerated concrete slab material is to be the bulk building wall material that main material is made with air entrained concrete.Install for the ease of transportation, guarantee timber intensity, must bury steel wire (muscle) network framework therein underground.The production procedure of autoclaved aerated concrete slab material comprises steel wire net rack preservative treatment, group mould, fills raw material, precuring, pulls out operations such as pricker, steam press maintenance, the demoulding, excision forming.Wherein organize die process and be a collection of steel wire net rack according to the thickness of slab requirement, with the parallel stationary arrangement of certain spacing in moulding box.This operation is one of critical process of autoclaved aerated concrete slab material production, and the rack positioning accuracy directly influences board dimension precision and quality.Manufacturer all adopts plug in pricker formula rack erecting by overhang that steel wire net rack is arranged the location in moulding box at present.It is promptly locked by passing the brace of long slotting drill steel about being welded on rack to plug in the pricker mode, rack is realized fixing thereby run through rack.There is following deficiency in this plug in pricker formula suspending way: 1, owing to plug in pricker all on the same plane at bar frame center, be unfavorable for the rack lateral register, positioning accuracy is low; 2, product is stayed run through the pricker hole, influence end product quality owing to pulling out pricker; Need increase brace moulding and brace and rack welding two procedures when 3, producing, increase production cost.
Summary of the invention
Technical problem to be solved in the utility model is to have proposed a kind of steel wire net rack erecting by overhang that the autoclaved aerated concrete slab material is made that is used at the deficiency of above-mentioned prior art existence, and it is not only easy to use, the positioning accuracy height, and also production cost is low.
The utility model is that the technical scheme that problem adopted of the above-mentioned proposition of solution is: include framed and be arranged on the pommel horse frame on framed top, laterally set up pommel horse on the pommel horse frame, its difference is to be installed on the rack clamping and hangs positioner on pommel horse.
Press such scheme, described rack clamping is hung positioner and is comprised that two is that one group of parallel symmetry is installed in the rotating eccentricity suspension rod on the pommel horse, rotating eccentricity suspension rod central upper portion bar and the axle sleeve phase configuration that is installed on the pommel horse, and upper end and rotating handles link, the bottom of rotating eccentricity suspension rod is an eccentric rod, and the upper and lower settings of eccentric rod has the eccentric draw-in groove with rack steel wire phase configuration.
Press such scheme, the eccentric rod of described rotating eccentricity suspension rod is provided with plane of orientation, described plane of orientation is arranged on the less pole face of eccentric rod eccentric throw, and plane of orientation extends to down locating groove from last eccentric draw-in groove, the plane of orientation correspondence that is paired into two rotating eccentricity suspension rods of one group is installed, and the spacing of two plane of orientations is identical with the spacing of vertical steel wire.
Press such scheme, described rack clamping is hung positioner and install 6～20 groups at interval before and after pommel horse, before and after rack clamping between two adjacent groups hang positioner staggered installing along about the pommel horse, two rotating eccentricity suspension rods that positioner is hung in the clamping of every networking frame are provided with at interval along the direction parallel with the pommel horse front and back, described pommel horse is vertically installed 2～5 along the pommel horse frame, each saddle structure is identical, and the rack clamping of corresponding each group is hung positioner along vertically mutually concordant composition one mould of pommel horse frame on each pommel horse.
Press such scheme, described rotating handles and pull bar link, and constitute the interlock whirligig.
When the utility model uses, positioner rotating eccentricity suspension rod is hung in rack clamping on the pommel horse transferred to corresponding plane of orientation, make the rack clamping of corresponding each mould of each steel wire net rack in framed hang the positioner position that falls, rotate the eccentric rod pitch smaller that the rotating eccentricity suspension rod makes two eccentric suspension rods by the interlock whirligig then, the vertical steel wire of rack is subjected to the side direction cramping, the vertical steel wire of rack is embedded in the eccentric draw-in groove, thereby realize the clamping and positioning of rack, guarantee that rack can not produce mobile because of the impact external force of gravity and cast.After the precuring of filling raw material is finished in framed, before entering still kettle, rotate the rotating eccentricity suspension rod by the interlock whirligig and make steel wire net rack and rack clamping hang the positioner disengagement, the group mould of promptly finishing the production procedure of autoclaved aerated concrete slab material is to the grip process of pre-maintenance operation to steel wire net rack.
The beneficial effects of the utility model are: 1, can replace the plug in pricker formula rack erecting by overhang in the former autoclaved aerated concrete slab manufacturing process, not only improve the rack positioning accuracy, and avoided the destruction of slotting drill steel to the aerating plate, improve product quality; 2, compare with plug in pricker formula rack erecting by overhang, reduce brace moulding and brace and rack welding two procedures, and all the other process flows are identical, therefore, reduced production cost.And when adopting the utility model to produce, only need to replace original plug in pricker device and just can well incorporate former streamline, the improvement cost of equipment is low; 3, simple to operate, easy to use.
Description of drawings
Fig. 1 is the general structure positive view of an embodiment of the utility model.
Fig. 2 is the vertical view of Fig. 1.
Fig. 3 hangs the partial enlarged drawing of positioner for rack clamping among Fig. 2.
Fig. 4 hangs the positioner location for rack clamping among embodiment of the utility model and takes off the structure chart of facing of the state of hanging.
Fig. 5 hangs the structure chart of facing of positioner clamped condition for rack clamping among embodiment of the utility model.
The specific embodiment
Below in conjunction with accompanying drawing embodiment of the present utility model is further described.
Include the framed 2 of box, longitudinally both sides are provided with pommel horse frame 5 on framed top, laterally set up the pommel horse 4 of band steel shape on the pommel horse frame, and bolt and pommel horse frame that pommel horse is installed by its two ends end plate connect firmly; On pommel horse, be installed on the rack clamping and hang positioner 1, described rack clamping is hung positioner and is comprised that two is that one group of parallel symmetry is installed in the rotating eccentricity suspension rod 14 on the pommel horse, rotating eccentricity suspension rod top is center-pole and axle sleeve 11 phase configuration that are installed on the pommel horse, and by jump ring 13 axial location, axle sleeve connects firmly by clamp nut 12 and pommel horse; Eccentric suspension rod upper end links with rotating handles 7, and rotating handles connects firmly with eccentric suspension rod by nut 9 and packing ring 8, is installed on spacer 10 and the downward termination item configuration of rotating handles bending in the upper surface of axle sleeve, is used for the rotary stopper of rotating handles; The bottom of rotating eccentricity suspension rod is an eccentric rod, the upper and lower settings of eccentric rod has the upper and lower eccentric draw-in groove 15,17 with rack steel wire 3 phase configuration, on eccentric rod, also be provided with plane of orientation 16, described plane of orientation is arranged on the less pole face of eccentric rod eccentric throw, and plane of orientation extends to down locating groove from last eccentric draw-in groove, the plane of orientation correspondence that is paired into two rotating eccentricity suspension rods of one group is installed, and the spacing of two plane of orientations is identical with the spacing (rack thickness) of vertical steel wire.Described rack clamping is hung positioner and install 16 groups at interval before and after pommel horse, before and after rack clamping between two adjacent groups hang positioner staggered installing along about the pommel horse, two rotating eccentricity suspension rods that positioner is hung in the clamping of every networking frame are provided with at interval along the direction parallel with the pommel horse front and back, described pommel horse is vertically installed 3 along the pommel horse frame, each saddle structure is identical, and the rack clamping of corresponding each group is hung positioner along vertically mutually concordant composition one mould of pommel horse frame on each pommel horse.Present embodiment is 16 moulds altogether.In addition, described rotating handles and pull bar 6 link, constitute the interlock whirligig, all rotating handleses on each pommel horse are rotated synchronously, rotate the rotating eccentricity suspension rod by the interlock whirligig and make steel wire net rack 3 and rack clamping hang positioner clamping simultaneously or take off and hang, the group mould of finishing the production procedure of autoclaved aerated concrete slab material is to the grip process of pre-maintenance operation to steel wire net rack.
Claims (6)
1. one kind is used for the steel wire net rack erecting by overhang that the autoclaved aerated concrete slab material is made, and includes framed and is arranged on the pommel horse frame on framed top, laterally sets up pommel horse on the pommel horse frame, it is characterized in that being installed on the rack clamping and hang positioner on pommel horse.
2. by the described steel wire net rack erecting by overhang that is used for the making of autoclaved aerated concrete slab material of claim 1, it is characterized in that described rack clamping hangs positioner and comprise that two is that one group of parallel symmetry is installed in the rotating eccentricity suspension rod on the pommel horse, rotating eccentricity suspension rod central upper portion bar and the axle sleeve phase configuration that is installed on the pommel horse, and upper end and rotating handles link, the bottom of rotating eccentricity suspension rod is an eccentric rod, and the upper and lower settings of eccentric rod has the eccentric draw-in groove with rack steel wire phase configuration.
3. by the described steel wire net rack erecting by overhang that is used for the making of autoclaved aerated concrete slab material of claim 2, the eccentric rod that it is characterized in that described rotating eccentricity suspension rod is provided with plane of orientation, described plane of orientation is arranged on the less pole face of eccentric rod eccentric throw, and plane of orientation extends to down locating groove from last eccentric draw-in groove, the plane of orientation correspondence that is paired into two rotating eccentricity suspension rods of one group is installed, and the spacing of two plane of orientations is identical with the spacing of vertical steel wire.
4. by the described steel wire net rack erecting by overhang that is used for the making of autoclaved aerated concrete slab material of claim 3, it is characterized in that described rack clamping hangs positioner and install 6～20 groups at interval before and after the pommel horse, before and after rack clamping between two adjacent groups hang positioner staggered installing along about the pommel horse, two rotating eccentricity suspension rods that positioner is hung in the clamping of every networking frame along with pommel horse before and after parallel direction be provided with at interval.
5. by the described steel wire net rack erecting by overhang that is used for the making of autoclaved aerated concrete slab material of claim 4, it is characterized in that described pommel horse vertically installs 2～5 along the pommel horse frame, each saddle structure is identical, and the rack clamping of corresponding each group is hung positioner along vertically mutually concordant composition one mould of pommel horse frame on each pommel horse.
6. by the described steel wire net rack erecting by overhang that is used for the making of autoclaved aerated concrete slab material of claim 4, it is characterized in that described rotating handles and pull bar link, constitute the interlock whirligig.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205058082U CN201769279U (en) | 2010-08-26 | 2010-08-26 | Steel wire net rack suspension device for manufacturing steam-aerated concrete plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205058082U CN201769279U (en) | 2010-08-26 | 2010-08-26 | Steel wire net rack suspension device for manufacturing steam-aerated concrete plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201769279U true CN201769279U (en) | 2011-03-23 |
Family
ID=43749115
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205058082U Expired - Fee Related CN201769279U (en) | 2010-08-26 | 2010-08-26 | Steel wire net rack suspension device for manufacturing steam-aerated concrete plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201769279U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106182403A (en) * | 2016-08-29 | 2016-12-07 | 洛阳中冶重工机械有限公司 | Rebar cylinder mould suspension bracket cyclic delivery system |
-
2010
- 2010-08-26 CN CN2010205058082U patent/CN201769279U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106182403A (en) * | 2016-08-29 | 2016-12-07 | 洛阳中冶重工机械有限公司 | Rebar cylinder mould suspension bracket cyclic delivery system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201704946U (en) | Shear wall formwork for building | |
| CN201769279U (en) | Steel wire net rack suspension device for manufacturing steam-aerated concrete plate | |
| CN201730317U (en) | Floor formwork for buildings | |
| CN202318533U (en) | Concrete test die convenient for demoulding | |
| CN209368658U (en) | A kind of precast beam with locating piece | |
| CN209633293U (en) | It is a kind of for producing the vertical die of prefabricated components | |
| CN207359307U (en) | Drawing-Core Large Diameter Pipeline vertical type square contains internal model | |
| CN201730313U (en) | Floorslab template used for building | |
| CN202639230U (en) | No-box casting system for bimetallic casting | |
| CN206690311U (en) | Mold for tie with reinforcing bar | |
| CN201730316U (en) | Floor slab template for buildings | |
| CN109604536B (en) | Shell making tool for large-scale titanium alloy investment precision casting | |
| CN210679123U (en) | External mold for casting cement rod | |
| CN203649380U (en) | Horizontal type gravity casting machine | |
| CN208965578U (en) | A kind of steel tower concrete pedestal | |
| CN207128050U (en) | A kind of stair forming machine | |
| CN206445173U (en) | The big modular structure of high intensity | |
| CN201786018U (en) | Shearing wall template for buildings | |
| CN218138852U (en) | Concrete pole drawing of patterns support | |
| CN205152978U (en) | Tower crane base location bolt | |
| CN205438876U (en) | Whole shaping design die carrier of plate -girder steel reinforcement cage | |
| CN105216095A (en) | A kind of concrete prefabricated building block multimode cavity forming machine | |
| CN205364166U (en) | Composite wall panel moulding by casting mould platform | |
| CN213204962U (en) | Needle type concrete pouring construction structure of concrete filled steel tubular column | |
| CN201730311U (en) | Shear wall formwork for construction |
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 |
Granted publication date: 20110323 Termination date: 20150826 |
|
| EXPY | Termination of patent right or utility model |