CN2063868U - Prefabricated structural member extrusion shaper - Google Patents
Prefabricated structural member extrusion shaper Download PDFInfo
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- CN2063868U CN2063868U CN 89217412 CN89217412U CN2063868U CN 2063868 U CN2063868 U CN 2063868U CN 89217412 CN89217412 CN 89217412 CN 89217412 U CN89217412 U CN 89217412U CN 2063868 U CN2063868 U CN 2063868U
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Abstract
The utility model relates to a prefabricated structural member extrusion shaping machine, comprising a feeding mechanism and a shaping machine. The shaping machine is provided with a panel which is the same as the plane of a structural member and an edge frame which is the same as the external shape of the structural member, and the panel, the edge frame and the ground form an enclosed space provided with a feeding inlet; the shaping machine is also provided with an accessory which is the same as a hollow structural member, and a space which is the same as the entity of the structural member is formed. Material is fed through the feeding mechanism, and the structural member is shaped through extrusion. Prefabricated structural members, such as the panel of a reinforced concrete house, a perforated plate, a girder, a cantilever step plate, an I-shaped or a cross-shaped beam and column, etc. can be made through the prefabricated structural member extrusion shaping machine. The made structural member has smooth surface, and a surface layer doesn't need to be made.
Description
The utility model relates to a kind of machine of prefabricated units moulding such as reinforced concrete roof board, porous plate, truss, cantilever gangboard, I-shaped or cross beam and column.
Existing precast member for reinforcing bar concrete is made many employing shakes and is smash moulding, and it is many to consume material, big energy-consuming, and noise is big.
It is little that the purpose of this utility model provides a kind of extrusion modling noise, and power consumption is few, saves a kind of precast member for reinforcing bar concrete forming machine of material.
After the utility model is achieved in that high tensile steel wire stretch-draw is good, fence up with the frame the same with the prefabricated units profile, after use on the panel cover the same and an enclosure space is formed on ground with the prefabricated units plane, fix on the ground, leave charging aperture, again the annex the same with sky in the prefabricated units put into this enclosure space and constitute a space the same with the prefabricated units entity.Then start feeding mechanism from the moulding of throat-fed extruding prefabricated units.Feeding mechanism has the compression dynamomoter that can indicate extruded concrete.The utility model also can be made non-prestressed member, prestressed member is the same with making, single lead screw ex truding briquetting machine is made up of feeding mechanism 81 and forming machine 82, it is characterized in that: feeding mechanism 81 charging extruded member moulding, forming machine 82 has the panel the same with the member plane, and the space of sealing is formed on frame the same with the member profile and ground, leaves charging aperture, have with member in empty the same annex, constitute the space the same with the member entity.
The prefabricated units that the utility model is made, smooth surface is not as surface layer; Water/binder ratio is little, saves material; The extrusion modling noise is little, and power consumption is few.
Concrete structure of the present utility model is provided by following embodiment and accompanying drawing.
Fig. 1 is a prestressing force waterproof roof boarding plan view, it is characterized in that: have plate 1, end rib 2 and limit rib 3, rib 3 near normal in limit are for ease of linking between plate, end rib 2 leaves hole 5, limit rib 3 leaves hole 4,6th, high tensile steel wire, and end rib 2 is higher 20～60 millimeters than limit rib 3, be convenient to cover ridge tiles, plate 1 thick 20～30 millimeters, the width of end rib 2 and limit rib 3 is 30～60 millimeters, the rib of drain hole is opened wide or left to the other end.Fig. 2 is roof panel forming machine panel 1 ' plan view, panel 1 ' shape the same with the roof panel plane, and corresponding to the place that end rib and limit rib are boxed out leave hole 5 ' and 4 '.Fig. 3 is lateral frame board 3 ' elevation, leaves hole 4 corresponding to the place that the limit rib is boxed out ", leave charging aperture 8 at the end rib position.Fig. 4 is lateral frame board 2 ' elevation, leaves hole 5 corresponding to the place that end rib is boxed out ".Fig. 5 is a lateral frame board 2, and " elevation leaves charging aperture 9 in flank position, limit.
Fig. 6 is large-scale waterproof roof boarding plan view, it is characterized in that: have plate 11, end rib 12 and limit rib 13, have cross rib 14 and vertical rib 15, cross rib 14 leaves drain hole 16.For ease of linking between plate, end rib 12 leaves hole 17, limit rib 13 leaves hole 18, limit rib 13 near normal, and end rib 12 is higher 20～60 millimeters than limit rib 13, be convenient to cover ridge tiles, limit rib 13 and vertical rib 15 are higher 20 millimeters than cross rib 14, plate 11 thick 20～30 millimeters, and the width of end rib 12 and limit rib 13 is 30 to 80 millimeters, the width of cross rib 14 and vertical rib 15 is 30～60 millimeters, the 19th, and high tensile steel wire.Fig. 7 is large-scale water-proof roofing panel moulding apparatus panel 11 ' plan view, panel 11 ' shape the same with the roof panel plane, and corresponding to the place that cross rib leaves drain hole 16 leave hole 16 ', the place of leaving the hole corresponding to end rib and limit rib leave hole 17 ' and 18 '.Fig. 8 is lateral frame board 13 ' elevation, leaves the place in hole corresponding to the limit rib and leaves hole 18 ", leave at end rib and cross rib position charging aperture 20 '.Fig. 9 is lateral frame board 12 ' elevation, leaves hole 17 corresponding to the place that end rib is boxed out ".Figure 10 is a lateral frame board 12, and " elevation leaves charging aperture 20 at limit rib and vertical flank position.
Figure 11 is another kind of large-scale waterproof roof boarding plan view, it is characterized in that: have plate 21, limit rib 22 and end rib 23, have cross rib 24 and vertical rib 25, cross rib 24 leaves drain hole 26.For ease of linking between plate, limit rib 22 leaves hole 27, and end rib 23 leaves hole 28, end rib 23 near normal.End rib 23 is higher 20 millimeters than vertical rib and cross rib, and limit rib 22 is higher 20～60 millimeters than end rib 23, plate 21 thick 20～30 millimeters, and limit rib 22, end rib 23 and cross rib 24 width are 30～80 millimeters, and vertical rib 25 width are 30～60 millimeters, and vertical rib 25 leaves drain hole (26).The 29th, high tensile steel wire.Figure 12 is large roof slab forming machine panel 21 ' plan view, panel 21 ' shape the same with the roof panel plane, and corresponding to the place of cross rib drain hole leave hole 26 ', hole (26 ') is left in place corresponding to vertical rib drain hole, the place of boxing out corresponding to limit rib and end rib leave hole 27 ' and 28 '.Figure 13 is lateral frame board 22 ' elevation, leaves hole 27 corresponding to the place that the limit rib is boxed out ", leave in end rib and vertical flank position charging aperture 30 '.Figure 14 is lateral frame board 23 ' elevation.Leave hole 28 corresponding to the place that end rib is boxed out ", leave charging aperture 30 at limit rib and cross rib position.Figure 15 is a lateral frame board 22, and " elevation, Figure 16 are the roof panel plan views that day chimney is arranged, and it is characterized in that: have rib to block water around day chimney, a day chimney is provided with grid 36.Roof panel has plate 31, vertical rib 32 and cross rib 33, and cross rib 33 leaves drain hole 34,35th, high tensile steel wire, the 37th, day chimney hole.Plate 31 thick 20～30 millimeters.Figure 17 is roof panel forming machine panel 31 ' plan view that day chimney is arranged, panel 31 ' shape the same with the roof panel plane, and corresponding to cross rib drain hole 34 leave hole 34 '.Figure 18 is lateral frame board 32 ' elevation, leaves charging aperture 38 at the cross rib position.Figure 19 is lateral frame board 33 ' elevation, leaves charging aperture 39 in vertical flank position.
Figure 20 is a prestressing force small bore porous plate plan view, it is characterized in that: the diameter in hole 43 is 30～60 millimeters, plate 41 thick 50～90 millimeters.The 44th, high tensile steel wire.Figure 21 is porous plate forming machine panel 41 ' plan view, and panel 41 ' shape is the same with the porous plate plane.Figure 22 is lateral frame board 43 ' elevation, leave annex hole 45 ', leave charging aperture 46.Figure 23 is lateral frame board 42 ' elevation.Figure 24 is annex 45 plan views.
Figure 25 is a cantilever gangboard plan view, it is characterized in that: the width of cantilever 51 is 30～50 millimeters.The 52nd, gangboard, 53 and 54 is high tensile steel wires, the 55th, steel wire.Figure 26 is cantilever gangboard forming machine panel 51 ' plan view, and panel 51 ' shape is the same with cantilever gangboard plane.Figure 27 is lateral frame board 51 " elevation.Figure 28 is lateral frame board 52 ' elevation, leaves charging aperture 56.Figure 29 is lateral frame board 52 " elevation.
The panel of the forming machine 82 of above-mentioned prefabricated units single lead screw ex truding briquetting machine and lateral frame board all have the securing member and the ground that interlink to form an enclosure space, fix on the ground, and charging aperture has switching device.Feeding mechanism 81 is transportable, has securing member and forming machine to link, and can be the spiral charging, also can be piston charging or other chargings.The angle, garden is made in the plate of prefabricated units and rib joint, and there is the gradient on the rib limit, and the panel of being convenient to forming machine breaks away from member.The panel of forming machine can be an integral body, also can be the polylith assembly unit, also can piece together with lateral frame board to be one; Lateral frame board can be an one flat plate, also can make L shapedly, hides finned surface, has the panel effect concurrently, and lateral frame board can also be made other shapes.In a word, an enclosure space is formed on the panel of forming machine 82, lateral frame board and ground, adds annex and constitutes a space the same with the prefabricated units entity.
The utility model is operation like this: make roof panel shown in Figure 1, earlier good steel wire 6 stretch-draw, the back with lateral frame board 2 ', 3 ', 2 " fence up; pour into 300 pea gravel concretens, 20～30 millimeters thick; the end rib steel wire is managed, panel 1 ' cover, tightening fastener parts fixes forming machine 82 on the ground again; again the annex in hole 4 and hole 5 pierce into hole 4 ', 4 ", 5 ', 5 ".Mobile feeding mechanism 81 is wrapped up in real end rib steel wire facing to charging aperture 8 chargings, sealing charging aperture 8, and mobile feeding mechanism 81 or face toward charging aperture 9 chargings with other feeding mechanisms when dynamometer is indicated to the required pressure of roof panel moulding, stops charging.Take out annex earlier, the panel of slinging is removed frame, again frame is trapped among next section, produces second block of plate.Water storing conservation after concrete strength reaches 70%, just can be cut off steel wire and transport out of precasting yard.
Make large-scale waterproof roof boarding shown in Figure 6, earlier good steel wire 19 stretch-draw, afterwards with lateral frame board 12 ', 13 ' and 12 " fence up, pour into 300
#20～30 millimeters of pea gravel concretens are managed end rib and cross rib steel wire, and panel 11 ' cover, tightening fastener parts fixes forming machine 82 on the ground again, again the annex in hole 16, hole 17 and hole 18 pierce into hole 16 ', 16 ", 17 ', 17 " and 18 ', 18 ".Mobile feeding mechanism 81 is facing to charging aperture 20 ' charging, wrap up in real end rib and cross rib steel wire, sealing charging aperture 20 ', mobile feeding mechanism 81 or with other feeding mechanisms facing to charging aperture 20 chargings, when dynamometer is indicated to the required pressure of roof panel moulding, stop charging, take out annex earlier, back loosening fasteners, the panel of slinging is removed frame.Again frame is trapped among next section, produces second block of plate.Water storing conservation after concrete strength reaches 70%, just can be cut off steel wire, transports out of precasting yard.
Make large-scale waterproof roof boarding shown in Figure 11 and to make large roof slab shown in Figure 6 similar.
Make the roof panel that day chimney is arranged shown in Figure 16, earlier good steel wire 35 stretch-draw, the back installs locating with chimney hole, sky 37 equiform annexes with lateral frame board 32 ' with 33 ' fence up, and pours into 300
#Pea gravel concreten 20 to 30 millimeters thick, the cross rib steel wire is managed, again panel 31 ' cover, tightening fastener parts fixes forming machine 82 on the ground, and mobile feeding mechanism 81 is wrapped up in real cross rib steel wire facing to charging aperture 38 chargings, sealing charging aperture 38, mobile feeding mechanism 81 or with other feeding mechanisms facing to charging aperture 39 chargings, when dynamometer is indicated to the required pressure of roof panel moulding, stop charging.Loosening fasteners, the panel of slinging takes out annex, removes frame.Again frame is trapped among next section, produces second block of plate.Water storing conservation after concrete strength reaches 70%, just can be cut off steel wire, transports out of precasting yard.
Make porous plate shown in Figure 20, earlier good steel wire 44 stretch-draw, the back pours into bottom 300 with lateral frame board 42 ' with 43 ' fence up
#Pea gravel concreten, annex 45 by lateral frame board 43 ' hole 45 ' installation in position, fill concrete, panel 41 ' cover, tightening fastener parts fixes forming machine 82 on the ground again.Mobile feeding mechanism 81 when dynamometer is indicated to the required pressure of porous plate moulding, stops charging facing to charging aperture 46 chargings.Transfer to annex 45 earlier, back loosening fasteners, the panel of slinging is removed frame.Again frame is trapped among next section, produces second block of plate, water storing conservation, after concrete strength reaches 70%, just can cut off steel wire, transport out of precasting yard.
Make cantilever gangboard shown in Figure 25, earlier good steel wire 53 and 54 stretch-draw, the back with lateral frame board 52 ', 52 " with 51 " fenced up, and poured into 300 of gangboard 52
#Pea gravel concreten has been managed steel wire 55, and panel 51 ' cover, tightening fastener parts fixes forming machine 82 on the ground again, and mobile feeding mechanism 81 when dynamometer is indicated to the required pressure of gangboard moulding, stops charging facing to charging aperture 56 chargings.Loosening fasteners, the panel of slinging is removed frame.Again frame is trapped among next section, produces second block of plate.Water seasoning after concrete strength reaches 70%, just can be cut off steel wire in good time, transports out of precasting yard.
Make truss, I-shaped or cross beam and column and also can make, need with embedded iron parts, after lateral frame board encloses well of similar method.Just the ironware location is placed, pour into concrete again, cover panel, tightening fastener parts fixes forming machine 82 on the ground.Mobile feeding mechanism 81 when dynamometer is indicated to the required pressure of molding component, stops charging, loosening fasteners facing to throat-fed, and the panel of slinging is removed frame.Again frame is trapped among next section, produces second member.
Make non-prestressed member, after lateral frame board encloses well, just pour into the topping concrete, place reinforcing bar and embedded iron parts, pour into facing concrete, cover panel, tightening fastener parts fixes forming machine 82 on the ground.Mobile feeding mechanism 81 when dynamometer is indicated to the required pressure of molding component, stops charging facing to throat-fed.Loosening fasteners, the panel of slinging is removed frame, again frame is trapped among the opposing party, produces second member.
Claims (10)
1, a kind of extrusion modling machine, form by feeding mechanism 81 and forming machine 82, it is characterized in that: feeding mechanism 81 charging extruded member moulding, forming machine 82 has the panel the same with the member plane, the space of sealing is formed on frame and the ground the same with the member profile, leave charging aperture, have with member in empty the same annex, constitute the space the same with the member entity.
2, a kind of prestressing force waterproof roof boarding is characterized in that: have plate 1, end rib 2 and limit rib 3, limit rib 3 near normal.
3, a kind of large-scale waterproof roof boarding is characterized in that: have plate 11, end rib 12 and limit rib 13, have vertical rib 15 and cross rib 14, cross rib 14 leaves drain hole.
4, a kind of large-scale waterproof roof boarding is characterized in that: have plate 21, limit rib 22 and end rib 23, have cross rib 24 and vertical rib 25, cross rib 24 leaves drain hole.
5, a kind of roof panel that day chimney is arranged is characterized in that: have rib to block water around day chimney, a day chimney is provided with grid.
6, a kind of prestressing force small bore porous plate, it is characterized in that: the diameter in hole 43 is 30～60 millimeters, thickness of slab is 50～90 millimeters.
7, roof panel according to claim 2 is characterized in that: end rib 2 leaves hole 5, and limit rib 3 leaves hole 4.
8, roof panel according to claim 3 is characterized in that: limit rib 13 near normal, and end rib 12 leaves hole 17, and limit rib 13 leaves hole 18.
9, roof panel according to claim 4 is characterized in that: end rib 23 near normal, and limit rib 22 leaves hole 27, and end rib 23 leaves hole 28.
10, a kind of cantilever gangboard is characterized in that: the width of cantilever 51 is 30～50 millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 89217412 CN2063868U (en) | 1989-09-21 | 1989-09-21 | Prefabricated structural member extrusion shaper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 89217412 CN2063868U (en) | 1989-09-21 | 1989-09-21 | Prefabricated structural member extrusion shaper |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2063868U true CN2063868U (en) | 1990-10-17 |
Family
ID=4872670
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 89217412 Withdrawn CN2063868U (en) | 1989-09-21 | 1989-09-21 | Prefabricated structural member extrusion shaper |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2063868U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088454A (en) * | 2016-06-16 | 2016-11-09 | 湖南三快而居住宅工业有限公司 | Extrusion molding wear muscle precoated plate and preparation method thereof |
| CN106142337A (en) * | 2015-04-22 | 2016-11-23 | 辽宁易筑建筑材料有限公司 | A kind of mechanical-moulded dry concrete base plate with ribbing and preparation method thereof |
| CN106149961A (en) * | 2015-04-22 | 2016-11-23 | 辽宁易筑建筑材料有限公司 | A kind of mechanical-moulded dry concrete base plate and preparation method thereof |
-
1989
- 1989-09-21 CN CN 89217412 patent/CN2063868U/en not_active Withdrawn
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106142337A (en) * | 2015-04-22 | 2016-11-23 | 辽宁易筑建筑材料有限公司 | A kind of mechanical-moulded dry concrete base plate with ribbing and preparation method thereof |
| CN106149961A (en) * | 2015-04-22 | 2016-11-23 | 辽宁易筑建筑材料有限公司 | A kind of mechanical-moulded dry concrete base plate and preparation method thereof |
| CN106149961B (en) * | 2015-04-22 | 2019-03-29 | 辽宁易筑建筑材料有限公司 | A kind of mechanical-moulded dry concrete bottom plate and preparation method thereof |
| CN106142337B (en) * | 2015-04-22 | 2019-08-02 | 辽宁易筑建筑材料有限公司 | A kind of mechanical-moulded dry concrete bottom plate with ribbing and preparation method thereof |
| CN106088454A (en) * | 2016-06-16 | 2016-11-09 | 湖南三快而居住宅工业有限公司 | Extrusion molding wear muscle precoated plate and preparation method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |