CN109278182A - The making apparatus and production method and assembling method of rolling-type prefabricated panel - Google Patents
The making apparatus and production method and assembling method of rolling-type prefabricated panel Download PDFInfo
- Publication number
- CN109278182A CN109278182A CN201811328964.3A CN201811328964A CN109278182A CN 109278182 A CN109278182 A CN 109278182A CN 201811328964 A CN201811328964 A CN 201811328964A CN 109278182 A CN109278182 A CN 109278182A
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- Prior art keywords
- prefabricated panel
- cylindrical drum
- steel
- rolling
- fin
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/382—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of concrete or other stone-like substance
Abstract
The present invention relates to prefabricated assembled concrete structural construction field, the making apparatus and production method and assembling method of specially a kind of rolling-type prefabricated panel.By longitudinal steel form of cylindrical drum and belt track, lateral steel form and bottom steel template assemblies, longitudinal reinforcement and transverse steel are arranged in the frame structure that longitudinal steel form, lateral steel form and the bottom steel form of belt track are formed, and form the master module of laminated floor slab prefabricated panel；The casting concrete in the master module of laminated floor slab prefabricated panel, vibration compacting form the structure of laminated floor slab prefabricated panel before rolling.To, by the cylindrical drum outer cylinder end in original making apparatus, fin is set, prefabricated panel side after making rolling forms groove, the setting connection reinforcing bar in groove, realize the production of rolling-type band fin shear key prefabricated panel, assembly, effective transmitting of moment of flexure in stitching portion, to better meet actual engineering design construction needs.
Description
[technical field]
The present invention relates to prefabricated assembled concrete structural construction field, specially a kind of rolling-type band fin shear key is pre-
The assembling method of this kind of prefabricated panel after bottom plate making apparatus processed, the structure of this kind of prefabricated panel, production method and production.
[background technique]
Recently as the development of national economy, with economic restructuring and transition, original building system is difficult to fit
Together in fast, economical development track, it can not be well-suited to new builing structure form, client cannot be satisfied with well
Demand, therefore assembled architecture system state has started a large amount of policy guides and popularization.Prefabricated concrete structure, which has, to be applied
The advantages that work speed is fast, energy conservation and environmental protection, small on-site wet operation amount, was grown rapidly at home in recent years.Laminated floor slab is dress
Important composition component with formula concrete structure, the laminated floor slab with shear key are sticked prefabricated panel and in-situ layer by shear key
Form an entirety, shearing and pulling force between the two are undertaken by anti-shear concrete key, bigger lotus can be undertaken under equal conditions
It carries.So superimposed sheet is with good economic efficiency, wide future in engineering applications.
In recent years, more to the research of the superimposed sheet stress with shear key, but specifically the superimposed sheet with shear key is produced
It is less with the research of production.For this purpose, inventor proposes and declares " rolling-type band shear key prefabricated panel making apparatus structure and system
Make method " utility model and patent of invention, but the above method is not carried out superimposed sheet and superimposed sheet in the moment of flexure of stitching portion
Transmitting is only applicable to not need the superimposed sheet of transmitting moment of flexure in stitching portion.To solve the above problems, the present invention provides a kind of improvement
Rolling-type prefabricated panel making apparatus, structure and assembling method.
[summary of the invention]
The purpose of the present invention is to provide a kind of rolling-type band fin shear key prefabricated panel making apparatus, this kind of prefabricated bottom
The assembling method of this kind of prefabricated panel after the structure of plate, production method and production.To pass through the column in original making apparatus
Fin is arranged in shape roller outer cylinder end, and the prefabricated panel side after making rolling forms groove, and setting connection reinforcing bar, is realized in groove
The production of rolling-type band fin shear key prefabricated panel, assembled, effective transmitting of moment of flexure in stitching portion, to better meet reality
Engineering design needs.
Technical solution of the present invention:
A kind of making apparatus of rolling-type prefabricated panel, master module, cylindrical drum including laminated floor slab prefabricated panel,
In:
Longitudinal steel form of two belt tracks is oppositely arranged in parallel, and two lateral steel forms are oppositely arranged in parallel, belt track
Longitudinal punching block board ends be separately connected lateral punching block board ends and form frame structure, bottom is arranged in the bottom of the frame structure
Steel form, the frame structure is interior, longitudinal reinforcement and transverse steel, longitudinal reinforcement and transverse steel is arranged in steel form top in bottom
It is mutually perpendicular to, forms network；Guide rail at the top of lateral punching block board ends is corresponding with rail top face and is clamped, and forms overlapping building
The master module of plate prefabricated panel；
Cylindrical drum is horizontally set at one end at the top of the master module of laminated floor slab prefabricated panel, and the both ends of cylindrical drum are along rail
Road rolls, and the groove in cylindrical drum is corresponding with the frame structure；
Cylindrical drum includes cylindrical drum outer cylinder with ribbing, cylindrical drum inner cylinder with ribbing, and cylindrical drum outer cylinder with ribbing is outside
Fin is respectively welded in the outside upper and lower end parts of outer barrel mast face steel plate in the inside welding groove of barrel mast face steel plate, forms tubular knot
Structure, cylindrical drum inner cylinder with ribbing are the tubular structure that inner cylinder cylinder steel plate surrounds, and outer cylinder cylinder steel plate is arranged in inner cylinder cylinder steel plate
Inside, the two axis be overlapped, therebetween by concrete layer connection.
The making apparatus of the rolling-type prefabricated panel, longitudinal steel form of belt track are side steel form and track one
Track is arranged in the side of body structure, side steel form, and the lower end of track is concordant with the lower end of side steel form, the longitudinal direction of belt track
Steel form cross section is L shape.
The making apparatus of the rolling-type prefabricated panel, the horizontal and vertical parallel arrangement on the steel plate of outer barrel mast face are opened
Hole, aperture spacing are identical as the spacing of shear key.
The making apparatus of the rolling-type prefabricated panel, aperture surrounding and top surface welding on the inside of the steel plate of outer barrel mast face
Groove, groove are made of the steel plate of surrounding and top surface.
The making apparatus of the rolling-type prefabricated panel, fin are vertical steel plate, and fin connects with outer cylinder cylinder steel plate
Medial surface, and the lateral surface opposite with fin medial surface, polishing camber, the center of circle and the outer cylinder center of circle of circle where arc
It is overlapped.
A kind of production method of rolling-type prefabricated panel, includes the following steps:
(1) inner cylinder cylinder steel plate is placed in inside outer cylinder cylinder steel plate, and guarantees that the two center of circle, axis are overlapped, then
Casting concrete between, maintenance form cylindrical drum；
(2) by longitudinal steel form of cylindrical drum and belt track, lateral steel form and bottom steel template assemblies, in belt track
The frame structure that is formed of longitudinal steel form, lateral steel form and bottom steel form in arrangement longitudinal reinforcement and transverse steel, shape
At the master module of laminated floor slab prefabricated panel；
(3) casting concrete in the master module of laminated floor slab prefabricated panel, vibration compacting form laminated floor slab before rolling
The structure of prefabricated panel；
(4) after concrete initial set, cylindrical drum is rolled in orbit, cylindrical drum is rolled to the side of track, by track
One end be rolled to the other end of track, further rolled by cylindrical drum, concrete forms anti-in the groove of cylindrical drum
Key is cut, concrete forms connecting groove at the fin of cylindrical drum and removes the longitudinal direction of belt track after maintenance reaches design strength
Steel form, lateral steel form, bottom steel form, complete the production with fin shear key prefabricated panel.
The production method of the rolling-type prefabricated panel, in step (3), the total height of casting concrete is h, and h' is to pour
Build the height of the high errant of concrete, h'=v/s；Wherein, v is the difference of the volume of the shear key of protrusion and the volume of connecting groove
Value, s are the floor space with fin shear key prefabricated panel.
A kind of assembling method of rolling-type prefabricated panel, firstly, two pieces of band fin shear key prefabricated panels are lifted on pre-
Positioning is set, two pieces of side docking with fin shear key prefabricated panel, and guarantees that the connecting groove of the two is opposite, in connecting groove
Interior placement connects reinforcing bar；Then, in the upper surface casting concrete in-situ layer with fin shear key prefabricated panel, in-situ layer covering
Shear key, connecting groove and connection reinforcing bar, complete the assembly with fin shear key prefabricated panel.
The invention has the advantages and beneficial effects that:
1. rolling-type band fin shear key prefabricated panel making apparatus of the present invention is simple, at low cost, it is readily transported installation, it can
To build near building site, the transportation cost of assembled architecture thus can be largely reduced.
2. the method for the present invention production band fin shear key prefabricated panel, shear key is intensive, can preferably guarantee that superimposed sheet is pre-
The mechanical property of the globality of bottom plate and in-situ layer processed, superimposed sheet can be fully guaranteed.
3. rolling-type band fin shear key prefabricated panel of the present invention, can be realized effective transmitting in stitching portion moment of flexure, makes
The fractionation of floor is more flexible.
4. the present invention has broader future in engineering applications with fin shear key prefabricated panel.
Detailed description of the invention
Fig. 1 is the three-dimensional figure of cylindrical drum outer cylinder with ribbing.
Fig. 2 is the three-dimensional figure of cylindrical drum inner cylinder with ribbing.
Fig. 3 is the three-dimensional figure of cylindrical drum with ribbing.
Fig. 4 is the three-dimensional figure of longitudinal steel form of belt track.
Fig. 5 is the three-dimensional figure of lateral steel form.
Fig. 6 is rolling-type band fin shear key prefabricated panel making apparatus structure chart.
Fig. 7 is the three-dimensional figure of bottom reinforcement bars and template.
Fig. 8 is the three-dimensional figure of prefabricated panel before rolling after pouring.
Fig. 9 is the transverse cross-sectional view of prefabricated panel before rolling after pouring.
Figure 10 is the three-dimensional figure that cylindrical drum rolls on the prefabricated panel after initial set.
Figure 11 is the three-dimensional figure with fin shear key prefabricated panel.
Figure 12 is two pieces of three-dimensional figure with the connection of fin shear key prefabricated panel before pouring in-situ layer.
Figure 13 is two pieces of three-dimensional figure with the connection of fin shear key prefabricated panel after pouring in-situ layer.
In figure, 1 outer cylinder cylinder steel plate；2 grooves；3 fins；4 inner cylinder cylinder steel plates；5 concrete；6 side steel forms；7 rails
Road；8 lateral steel forms；9 guide rails；10 bottom steel forms；11 longitudinal reinforcements；12 transverse steels；13 shear keies；14 band fin shearing resistances
Key prefabricated panel；15 connecting grooves；16 connection reinforcing bars；17 in-situ layers.
Specific embodiment
As shown in Fig. 1-Figure 13, the present invention includes three parts: 1. improved rolling-type is with fin shear key prefabricated panel
Making apparatus structure and production method；2. improved structure and production method with fin shear key prefabricated panel；3. improved
Assembling method with fin shear key prefabricated panel.
(1) as shown in Figure 1-Figure 3, improved rolling-type band fin shear key prefabricated panel making apparatus structure and production
Method is as follows:
(1) as shown in Figure 1, cylindrical drum outer tube structure with ribbing and production method, cylindrical drum outer cylinder with ribbing are in outer cylinder
Fin 3 is respectively welded in the outside upper and lower end parts of outer barrel mast face steel plate 1 in the inside welding groove 2 of cylinder steel plate 1, forms tubular
Structure.
Horizontal and vertical parallel arrangement aperture on outer barrel mast face steel plate 1, aperture are the side of size 100mm × 100mm
Shape hole, aperture spacing are identical as the spacing of shear key: lateral is 150mm, longitudinal direction is 150mm, and the internal diameter of outer cylinder cylinder steel plate 1 is
1000mm, wall thickness 5mm.
In outer barrel mast face, groove 2 is welded in the aperture surrounding of 1 inside of steel plate and top surface, and groove 2 is by surrounding and the steel plate of top surface
The size of composition, steel plate thickness 5mm, 2 outside of groove is 100mm × 100mm × 50mm.
In outer barrel mast face, fin 3 is respectively welded in the outside upper and lower end parts of steel plate 1, and fin 3 is thickness 20mm, length 200mm
Vertical steel plate, the medial surface that fin 3 connects with outer cylinder cylinder steel plate 1, and the lateral surface opposite with 3 medial surface of fin,
Polishing camber, the center of circle of circle is overlapped with the outer cylinder center of circle where arc.
(2) as shown in Fig. 2, the structure of cylindrical drum inner cylinder with ribbing is the tubular structure that inner cylinder cylinder steel plate 4 surrounds, inner cylinder
The outer diameter of cylinder steel plate 4 is 800mm, wall thickness 5mm.
(3) as shown in figure 3, the structure and production method of cylindrical drum with ribbing.The inner cylinder cylinder steel plate 4 of Fig. 2 is placed in
Inside the outer cylinder cylinder steel plate 1 of Fig. 1, and both guarantee that the center of circle, axis are overlapped, then casting concrete 4 between, supports
Shield forms cylindrical drum.
The purpose of concrete perfusion 4 is the self weight and rigidity in order to increase cylindrical drum, be can achieve using cylindrical drum
Expected rolling effect.
(4) as shown in figure 4, longitudinal steel form of belt track is 7 integral structure of side steel form 6 and track, side punching block
Track 7 is arranged in the side of plate 6, and the lower end of track 7 is concordant with the lower end of side steel form 6, and longitudinal steel form of belt track is transversal
Face is L shape, side steel form 6 with a thickness of 10mm, height as needed, can for 100mm, 120mm, 150mm, 180mm or
200mm, the height of track are the thickness of prefabricated panel concrete cover, which determines according to concrete specification, is divided into
15mm, 20mm and 25mm, width 80mm.
(5) it as shown in figure 5, guide rail 9 is arranged at the top of the both ends of lateral steel form 8, when cylindrical drum is rolled at this, plays slow
The effect of punching.
(6) as Figure 6-Figure 7, the band of the cylindrical drum outer cylinder with ribbing of Fig. 1, the cylindrical drum inner cylinder with ribbing of Fig. 2, Fig. 3
Longitudinal steel form of rib cylindrical drum and Fig. 4 belt track, the lateral steel form 8 of Fig. 5 and bottom steel form 10 form rolling-type band
Fin shear key prefabricated panel making apparatus structure, structure are as follows:
Longitudinal steel form of two belt tracks is oppositely arranged in parallel, and two lateral steel forms 8 are oppositely arranged in parallel, belt track
Longitudinal punching block board ends be separately connected lateral 8 both ends of steel form and form frame structure, bottom is arranged in the bottom of the frame structure
In the frame structure, longitudinal reinforcement 11 and transverse steel 12, longitudinal reinforcement is arranged in portion's steel form 10 above bottom steel form 10
11 and transverse steel 12 be mutually perpendicular to, formed network.Guide rail 9 at the top of lateral 8 both ends of steel form is corresponding with 7 top surface of track
And be clamped, form the master module of laminated floor slab prefabricated panel.
Cylindrical drum is horizontally set at one end at the top of the master module of laminated floor slab prefabricated panel, and the both ends of cylindrical drum are along rail
Road 7 rolls, and the groove 2 in cylindrical drum is corresponding with the frame structure.
(2) as shown in Fig. 7-Figure 11, the structure with fin shear key prefabricated panel and production method difference are as follows:
(1) as shown in fig. 7, arranging longitudinal reinforcement 11 and transverse steel 12 in Fig. 6, laminated floor slab prefabricated panel is formed
Master module.
(2) as illustrated in figs. 8-9, template (master module of laminated floor slab prefabricated panel) interior casting concrete is closed in Fig. 7,
Pour total height be h, h' be high errant height, h'=v/s (wherein, v be protrude shear key 13 volume with connect it is recessed
The difference of the volume of slot 15, s are the floor space with fin shear key prefabricated panel 14), vibration compacting overlaps building before forming rolling
The structure of plate prefabricated panel.
(3) as shown in figs. 10-11, after concrete initial set, cylindrical drum is rolled in track 7.Cylindrical drum is rolled to rail
The side in road is rolled to the other end of track 7 by one end of track 7, is further rolled by cylindrical drum, concrete 5 is in cylindricality
Shear key 13 is formed at the groove 2 of roller, concrete 5 forms connecting groove 15 at the fin 3 of cylindrical drum, and maintenance, which reaches, to be set
After counting intensity, longitudinal steel form, the lateral steel form 8, bottom steel form 10 of belt track are removed, it is prefabricated to complete band fin shear key
The production of bottom plate 14.
(3) as shown in Figure 12 and Figure 13, the improved assembling method with fin shear key prefabricated panel is as follows:
Firstly, two pieces of improved band fin shear key prefabricated panels 14 are lifted on predetermined position, two pieces of band fin shearing resistances
The side of key prefabricated panel 14 is docked, and guarantees that the connecting groove 15 of the two is opposite, and connection reinforcing bar is placed in connecting groove 15
16 (Figure 12)；Then, in the upper surface casting concrete in-situ layer 17 with fin shear key prefabricated panel 14, in-situ layer 17 is covered
Shear key 13, connecting groove 15 and connection reinforcing bar 16, complete the assembly with fin shear key prefabricated panel.
Result of implementation shows the present invention: 1. rolling-type band fin shear key prefabricated panel making apparatus is simple, at low cost,
It is readily transported installation, can be built near building site, the transportation cost of assembled architecture thus can be largely reduced；②
Using this kind of method, production band fin shear key prefabricated panel, shear key is intensive, can preferably guarantee superimposed sheet prefabricated panel with
The mechanical property of the globality of in-situ layer, superimposed sheet can be fully guaranteed；3. improved rolling-type band fin shear key is pre-
Bottom plate processed can be realized effective transmitting in stitching portion moment of flexure, keep the fractionation of floor more flexible.4. this kind of superimposed sheet has wider
Wealthy future in engineering applications.
Claims (8)
1. a kind of making apparatus of rolling-type prefabricated panel, which is characterized in that master module, column including laminated floor slab prefabricated panel
Shape roller, in which:
Longitudinal steel form of two belt tracks is oppositely arranged in parallel, and two lateral steel forms are oppositely arranged in parallel, and belt track is indulged
Lateral punching block board ends are separately connected to punching block board ends and form frame structure, and bottom punching block is arranged in the bottom of the frame structure
Plate, the frame structure is interior, longitudinal reinforcement is arranged for steel form top in bottom and transverse steel, longitudinal reinforcement and transverse steel are mutual
Vertically, network is formed；Guide rail at the top of lateral punching block board ends is corresponding with rail top face and is clamped, and it is pre- to form laminated floor slab
The master module of bottom plate processed；
Cylindrical drum is horizontally set at one end at the top of the master module of laminated floor slab prefabricated panel, and the both ends of cylindrical drum are rolled along track
Dynamic, the groove in cylindrical drum is corresponding with the frame structure；
Cylindrical drum includes cylindrical drum outer cylinder with ribbing, cylindrical drum inner cylinder with ribbing, and cylindrical drum outer cylinder with ribbing is in outer barrel mast
Fin is respectively welded in the outside upper and lower end parts of outer barrel mast face steel plate in the inside welding groove of face steel plate, forms tubular structure, band
Rib cylindrical drum inner cylinder is the tubular structure that inner cylinder cylinder steel plate surrounds, and the interior of outer cylinder cylinder steel plate is arranged in inner cylinder cylinder steel plate
Portion, the two axis are overlapped, and are connected by concrete layer therebetween.
2. the making apparatus of rolling-type prefabricated panel described in accordance with the claim 1, which is characterized in that longitudinal punching block of belt track
Plate is side steel form and track integral structure, and track, the lower end of track and side steel form is arranged in the side of side steel form
Lower end it is concordant, longitudinal steel form cross section of belt track is L shape.
3. the making apparatus of rolling-type prefabricated panel described in accordance with the claim 1, which is characterized in that on the steel plate of outer barrel mast face
Horizontal and vertical parallel arrangement aperture, aperture spacing is identical as the spacing of shear key.
4. the making apparatus of rolling-type prefabricated panel described in accordance with the claim 3, which is characterized in that in the steel plate of outer barrel mast face
Groove is welded in the aperture surrounding of side and top surface, and groove is made of the steel plate of surrounding and top surface.
5. the making apparatus of rolling-type prefabricated panel described in accordance with the claim 1, which is characterized in that fin is vertical steel plate,
The medial surface that fin connects with outer cylinder cylinder steel plate, and the lateral surface opposite with fin medial surface, polishing camber, arc
The center of circle of place circle is overlapped with the outer cylinder center of circle.
6. a kind of production method of the rolling-type prefabricated panel using making apparatus described in one of claim 1 to 5, feature exist
In including the following steps:
(1) inner cylinder cylinder steel plate is placed in inside outer cylinder cylinder steel plate, and guarantees that the two center of circle, axis are overlapped, then two
Casting concrete between person, maintenance form cylindrical drum；
(2) by longitudinal steel form of cylindrical drum and belt track, lateral steel form and bottom steel template assemblies, in the vertical of belt track
Longitudinal reinforcement and transverse steel are arranged in the frame structure formed to steel form, lateral steel form and bottom steel form, are formed folded
Close the master module of floor prefabricated panel；
(3) it is prefabricated to form laminated floor slab before rolling for the casting concrete in the master module of laminated floor slab prefabricated panel, vibration compacting
The structure of bottom plate；
(4) after concrete initial set, cylindrical drum is rolled in orbit, cylindrical drum is rolled to the side of track, by the one of track
End is rolled to the other end of track, is further rolled by cylindrical drum, and concrete forms shear key in the groove of cylindrical drum,
Concrete forms connecting groove at the fin of cylindrical drum and removes longitudinal punching block of belt track after maintenance reaches design strength
Plate, lateral steel form, bottom steel form, complete the production with fin shear key prefabricated panel.
7. the production method of rolling-type prefabricated panel according to claim 6, which is characterized in that in step (3), pour mixed
The total height for coagulating soil is h, and h' is the height of the high errant of casting concrete, h'=v/s；Wherein, v is the body of the shear key of protrusion
The long-pending difference with the volume of connecting groove, s are the floor space with fin shear key prefabricated panel.
8. the assembling method of rolling-type prefabricated panel described in a kind of one of claim 6 to 7, which is characterized in that firstly, by two
Block band fin shear key prefabricated panel is lifted on predetermined position, two pieces of side docking with fin shear key prefabricated panel, and protects
The connecting groove for demonstrate,proving the two is opposite, and connection reinforcing bar is placed in connecting groove；Then, with the upper of fin shear key prefabricated panel
Surface casting concrete in-situ layer, in-situ layer cover shear key, connecting groove and connection reinforcing bar, it is prefabricated to complete band fin shear key
The assembly of bottom plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811328964.3A CN109278182A (en) | 2018-11-09 | 2018-11-09 | The making apparatus and production method and assembling method of rolling-type prefabricated panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811328964.3A CN109278182A (en) | 2018-11-09 | 2018-11-09 | The making apparatus and production method and assembling method of rolling-type prefabricated panel |
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| Publication Number | Publication Date |
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| CN109278182A true CN109278182A (en) | 2019-01-29 |
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ID=65175726
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| CN201811328964.3A Pending CN109278182A (en) | 2018-11-09 | 2018-11-09 | The making apparatus and production method and assembling method of rolling-type prefabricated panel |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104175580A (en) * | 2013-05-24 | 2014-12-03 | 中强光电股份有限公司 | Transfer printing equipment and manufacturing method of light guide film |
| CN104727475A (en) * | 2015-03-09 | 2015-06-24 | 沈阳建筑大学 | Modified concrete superposition board floor structure with shear keys and connection method |
| WO2018010523A1 (en) * | 2016-07-15 | 2018-01-18 | 中国矿业大学 | Honeycomb-hole profiled steel sheet-based superposed hollow core floor slab |
| CN108714958A (en) * | 2018-08-13 | 2018-10-30 | 沈阳建筑大学 | Rolling-type band shear key prefabricated panel making apparatus structure and production method |
| CN209394981U (en) * | 2018-11-09 | 2019-09-17 | 沈阳建筑大学 | The making apparatus of rolling-type prefabricated panel |
-
2018
- 2018-11-09 CN CN201811328964.3A patent/CN109278182A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104175580A (en) * | 2013-05-24 | 2014-12-03 | 中强光电股份有限公司 | Transfer printing equipment and manufacturing method of light guide film |
| CN104727475A (en) * | 2015-03-09 | 2015-06-24 | 沈阳建筑大学 | Modified concrete superposition board floor structure with shear keys and connection method |
| WO2018010523A1 (en) * | 2016-07-15 | 2018-01-18 | 中国矿业大学 | Honeycomb-hole profiled steel sheet-based superposed hollow core floor slab |
| CN108714958A (en) * | 2018-08-13 | 2018-10-30 | 沈阳建筑大学 | Rolling-type band shear key prefabricated panel making apparatus structure and production method |
| CN209394981U (en) * | 2018-11-09 | 2019-09-17 | 沈阳建筑大学 | The making apparatus of rolling-type prefabricated panel |
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