CN101260713A - Prefabricated basin for floor - Google Patents
Prefabricated basin for floor Download PDFInfo
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- CN101260713A CN101260713A CNA2007100851206A CN200710085120A CN101260713A CN 101260713 A CN101260713 A CN 101260713A CN A2007100851206 A CNA2007100851206 A CN A2007100851206A CN 200710085120 A CN200710085120 A CN 200710085120A CN 101260713 A CN101260713 A CN 101260713A
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- basin
- base plate
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- wall
- basin base
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Abstract
The invention relates to a prefabricated basin for floor slabs, comprising a basin bottom plate (1) of a bar reinforced concrete plate and a bar reinforced concrete basin vertical wall (2). The prefabricated basin is characterized in that: the basin vertical wall (2) is formed by pressurizing compression of a vertical wall pressure head or vibration. The prefabricated basin can be applied to various constructions such as cast-in-place slab floors, roofs, walls, foundation mats and road and bridge works, and is especially suitable for hollow flat slabs.
Description
(1) technical field
The present invention relates to a kind of floor preformed pot.
(2) background technology
At present, at home in the mould plate technique that is adopted, general employing bamboo, wood, steel form or precast plate are as template, precast plate is generally the manual or manual mode that adds mechanical jolt ramming and produces, the formwork integral density of Zhi Zaoing is little like this, intensity is low, cracky in work progress, and in the cast-in-situ concrete hollow hole creating technology, the pre-buried hollow shell of general employing, member such as box or the body Cast-in-place concrete pore-forming of finding time, and existing hollow shell, member such as box or body generally all is to adopt outer modulus method or internal mold method manual production or semi-mechanization production, though just being used for the Cast-in-place concrete floor, the member of making like this forms hollow hole, but, its wall body density is little, intensity is low, very easily damaged in the construction application process, cause the part solid, influence structure, simultaneously, product surface is too smooth, is difficult for and the Cast-in-place concrete bonding, easily forms joint interface, particularly it is applied in the process of floor, build and use the vibration facility that wall body is destroyed in the concrete process, form local solid slab, influence the overall performance of floor, therefore, develop a kind of floor and be urgent need with preformed pot.
(3) summary of the invention
The object of the present invention is to provide a kind of floor preformed pot, have that plate body density is big, rigidity is big, intensity is high, the shock resistance damage capability is strong, also have characteristics such as make easily, production efficiency is high, good integrity, cost are low simultaneously.
Solution of the present invention is on the basis of existing technology, comprises the basin base plate and the steel bar concrete basin wall of reinforced concrete slab, it is characterized in that the basin wall is that wall pressure head pressurization compression or vibration pressurization compression form.Like this, when the basin wall is that pressurization compression of wall pressure head or vibration pressurization compression are when forming, the intensity and the rigidity of basin wall itself have obtained increasing substantially, the shock resistance damage capability is stronger, compactness is better, and is not fragile in application process, reduced loss, thereby reached purpose of the present invention, be applicable to that superimposed superstructure, roof system, body of wall, sole plate and the bridge of cast-in-situ reinforced concrete or prestressed reinforced concrete uses.
Feature of the present invention is that also at least one surface of basin base plate and/or basin wall is wet feed scored surface or unidirectional scored surface.Like this, when the surface of basin base plate and/or basin wall is wet feed scored surface or unidirectional scored surface, after described prefabricated units are applied in the in-situ deposited prefabricated laminated floor slab, the Cast-in-place concrete slurry can infiltrate in the scored surface, increased the contact area between plate and the Cast-in-place concrete, improve adhesive strength therebetween, made and be not prone to crackle between its two, open, fully guaranteed the quality of floor.
Feature of the present invention also is to be provided with reinforce in basin base plate and/or the basin wall.Like this, when being provided with reinforce in basin base plate and/or the basin wall, the intensity of basin base plate and/or basin wall has obtained significantly improving, shock resistance damage capability and flexural capacity are stronger, not fragile, prefabricated units are applied in the process of floor, can fully satisfy load requirement.
Feature of the present invention is that also reinforce is fleece or fibre or gauze wire cloth.Like this, when reinforce is fleece or fibre or gauze wire cloth, reinforce is drawn materials convenient simple and easy, help producing and implement, simultaneously, the intensity of basin base plate and/or basin wall has obtained significantly improving, shock resistance damage capability and flexural capacity are stronger, not fragile, prefabricated units are applied in the process of floor, can fully satisfy load requirement.
Feature of the present invention also is to be provided with in basin base plate and/or the basin wall reinforced mesh that reinforcing bar or reinforcing bar interweave and form.Like this, when being provided with reinforcing bar or reinforcing bar in basin base plate and/or the basin wall and interweaving the reinforced mesh that forms, prefabricated units become the load-carrying construction member, after described prefabricated units are applied in the floor, but prefabricated units participation structure load, simultaneously, also make prefabricated units itself not frangibility damage, fully guarantee quality, reduced loss, saved cost.
Feature of the present invention also be reinforcing bar from the limit wall end face of basin base plate and/or basin wall or/and the side plate face stretches out exposes.Like this, after described prefabricated units were applied in the floor, the reinforcing bar and the Cast-in-place concrete that expose combined, and made prefabricated units and Cast-in-place concrete form integral body, but the power transmission of prefabricated units participation structure has improved the load ability of floor, has guaranteed the safety of floor.
Feature of the present invention is that also the edges of boards of basin base plate and/or basin wall are hypotenuse.Like this, when the edges of boards of basin base plate and/or basin wall are hypotenuse, after described prefabricated units are applied in the floor, after the contiguous prefabricated member amalgamation, the splicing position forms the wedge mouth, and Cast-in-place concrete pours in the wedge mouth, make the splicing position be difficult for cracking destruction, fully guaranteed the quality of floor.
Feature of the present invention is that also the edges of boards of basin base plate and/or basin wall are folding linear side or concavo-convex alternate.Like this, when the edges of boards of basin base plate and/or basin wall are folding linear side or concavo-convex when alternate, after described prefabricated units are applied in the floor, after the contiguous prefabricated member amalgamation, the splicing position forms concavo-convex alternate in-situ deposited prefabricated pin and opens connected structure, make the splicing position be difficult for cracking destruction, fully guaranteed the quality of floor.
Feature of the present invention is that also the edges of boards of basin base plate and/or basin wall are concave edge in local.Like this, when the edges of boards of basin base plate and/or basin wall be local in during concave edge, after described prefabricated units are applied in the floor, after the contiguous prefabricated member amalgamation, the splicing position forms the Cast-in-place concrete pin and goes into structure, with prefabricated reinforced concrete pin position, make the splicing position be difficult for cracking destruction, fully guaranteed the quality of floor.
Feature of the present invention is that also local interior concave edge is arranged on edges of boards or/and following edges of boards.Like this, be arranged on edges of boards or/and down during edges of boards, can be provided with at interior concave edge position and correspondingly be provided with the wall that protrudes piece or bar when local indent limit, made things convenient for location and installation, and wall is difficult for displacement, prefabricated units are frangibility cracking not also.
Feature of the present invention is that also basin base plate and/or basin wall are provided with at least one bracket structure.Like this, when basin base plate and/or basin wall were provided with at least one bracket structure, the bracket structure can play good supporting to basin base plate and/or basin wall, when particularly the polylith precast plate is assembled into box-like frame members, the bracket structure can play the balanced support effect, makes things convenient for assembly unit, makes it not yielding.
Feature of the present invention is that also bracket is configured to rib limit bracket structure.Like this, intensity and the rigidity of bracket structure self have all obtained increasing substantially, make prefabricated units not frangibility damage, simultaneously, also improved the bearing value that bracket is constructed, make it can be with bigger load.
Feature of the present invention also is high 5-30mm, 31-50mm, the 50-100mm of bracket structure.Like this, can fully satisfy the needs of various different situations.
Feature of the present invention is that also bracket is configured to the edges of boards bracket.Like this, when bracket was configured to the edges of boards bracket, the bracket structure can play good supporting to basin base plate and/or basin wall, and when particularly the polylith precast plate was assembled into box-like frame members, the bracket structure can play the balanced support effect, makes things convenient for assembly unit, makes it not yielding.
Feature of the present invention is that also the bracket structure is provided with at interval.Like this, can form a plurality of reinforcing bands to prefabricated units, and, when the polylith prefabricated units are combined into box-like frame members, can form the multiple equilibrium support to the prefabricated units that are arranged on the bracket, make it be difficult for displacement and damage.
Feature of the present invention is that also bracket is configured to convex-concave bracket structure.Like this, can form continuous reinforcing band to prefabricated units, and, when the polylith prefabricated units are combined into box-like frame members, can form the continuous equilibrium support to the prefabricated units that are arranged on the bracket, make it be difficult for displacement and damage.
Feature of the present invention is that also bracket is configured to continuous bracket structure.Like this, can form a plurality of reinforcing bands to prefabricated units, and, when the polylith prefabricated units are combined into box-like frame members, can form the multiple equilibrium support to the prefabricated units that are arranged on the bracket, make it be difficult for displacement and damage.
Feature of the present invention also is the textural locating structure that is provided with of bracket.Like this, when bracket is textural when being provided with locating structure, be combined into box when closing member at the polylith prefabricated units, fixing by align member makes the prefabricated units that are arranged on the bracket be difficult for loose shift, made things convenient for assembly unit.
Feature of the present invention also is the textural connector that is provided with of bracket.Like this, when bracket is textural when being provided with connector, be combined into box when closing member at the polylith prefabricated units, fixing by connector makes the prefabricated units that are arranged on the bracket be difficult for loose shift, made things convenient for assembly unit.
Feature of the present invention also is the textural anchoring piece that is extended with of bracket.Like this, when bracket is textural when being extended with anchoring piece, be combined into box when closing member at the polylith prefabricated units, fixing by anchoring piece makes the prefabricated units that are arranged on the bracket be difficult for loose shift, made things convenient for assembly unit.
Feature of the present invention is that also basin base plate and/or basin wall are provided with projection.Like this, when basin base plate and/or basin wall were provided with projection, projection can position other member that is mounted thereon, simultaneously, use the consumption that the back projection can reduce Cast-in-place concrete, formed hollow Cast-in-place concrete floor, reduce the weight of floor, improved its weight bearing power.
Feature of the present invention is also that projection and basin base plate and/or basin wall are formed in one or the moulding of one secondary material feeding die mould.Like this, made things convenient for manufacturing of prefabricated units, particularly when projection and precast reinforced both materials are had any different, the moulding of one secondary material feeding die mould has improved the globality of production efficiency and prefabricated units.
Feature of the present invention is that also basin base plate and/or basin wall are provided with at least one wall.Like this, when basin base plate and/or basin wall are provided with wall, can form the prefabricated units of band wall or band shape wall, in the time of in being applied to floor, the opening end of annular wall is sealed with precast plate, can form cassette ceiling, can reduce the consumption of concrete significantly.
Feature of the present invention is also that wall and basin base plate and/or basin wall are formed in one or the moulding of one secondary material feeding die mould.Like this, made things convenient for manufacturing of prefabricated units, particularly when wall and precast reinforced both materials are had any different, the moulding of one secondary material feeding die mould has improved the globality of production efficiency and prefabricated units.
Feature of the present invention is that also the flat shape of basin base plate and/or basin wall is square, rectangle or hexagon.Like this, basin base plate and/or basin wall various informative can fully be satisfied the application need of various different situations, made things convenient for to practice.
Feature of the present invention is that also the plate face of basin base plate and/or basin wall is provided with protrusion piece spacing at least one wall or protrudes bar.Like this, when the plate face of basin base plate and/or basin wall is provided with protrusion piece spacing at least one wall or protrudes bar, can carry out accurately spacing fixing to wall, made things convenient for the assembly unit location between basin base plate and/or basin wall and the wall, help enhancing productivity, reduce cost.
Feature of the present invention is that also the plate face of basin base plate and/or basin wall is provided with the outer spacing protrusion piece of at least one wall or protrudes bar.Like this, when the plate face of basin base plate and/or basin wall is provided with protrusion piece spacing outside at least one wall or protrudes bar, can carry out accurately spacing fixing to wall, made things convenient for the assembly unit location between basin base plate and/or basin wall and the wall, help enhancing productivity, reduce cost.
Feature of the present invention also is at least two protrusion pieces or protrudes bar to be oppositely arranged, and forms stopper slot.Like this, when the polylith splicing prefabricated components became box-like frame members, prefabricated units can be mounted in the stopper slot, and prefabricated units are played effective positioning and fixing effect, had made things convenient for assembly unit, had guaranteed that the amalgamation prefabricated units can loose damage.
Feature of the present invention is that also the plate face of basin base plate and/or basin wall is provided with the pit of wall installing and locating or/and groove.Like this, when the plate face of basin base plate and/or basin wall is provided with the pit of wall installing and locating or/and during groove, can carry out accurately spacing fixing to wall, made things convenient for the assembly unit location between basin base plate and/or basin wall and the wall, prevent its two relative displacement, guaranteed quality, helped enhancing productivity, reduced cost.
Feature of the present invention is that also the plate face of basin base plate and/or basin wall is provided with ring shape or dotted line shape ring keeper.Like this, when the plate face of basin base plate and/or basin wall is provided with ring shape or dotted line shape ring keeper, can carry out accurately spacing fixing to wall, made things convenient for the assembly unit location between basin base plate and/or basin wall and the wall, help enhancing productivity, reduce cost.
Feature of the present invention is that also the ring keeper is provided with pit.Like this, when the ring keeper is provided with pit, can carry out accurately spacing fixing, make things convenient for the assembly unit location between basin base plate and/or basin wall and the wall, help enhancing productivity, reduce cost wall.
Feature of the present invention is that also there are pit or groove or projection or raised line in the position of stretching out exposed steel bar.Like this, after prefabricated units were applied in the floor, Cast-in-place concrete poured into above-mentioned position and combines with the reinforcing bar that exposes, and made Cast-in-place concrete and prefabricated units become dislocation to engage, and had disperseed perforation stress, made it not be prone to through check, had guaranteed the quality of floor.
Feature of the present invention is that also the limit of basin base plate and/or basin wall is that tenon is or/and the limit of tongue-and-groove.Like this, be tenon or/and during the limit of tongue-and-groove, help the amalgamation butt joint of prefabricated units when the limit of basin base plate and/or basin wall, convenient construction is used, and has reduced constructor's labour intensity, and splicing is more accurate, closely knit.
Feature of the present invention is that also the length of basin base plate multiply by wide the be mm of (600-800) mm * (600-800) or (810-1000) mm of mm * (810-1000) or (1010-1500) mm of mm * (1010-1500).Like this, the dimensions of basin base plate can fully satisfy the needs of various different situations, has made things convenient for to practice.
Feature of the present invention is that also the thickness of basin base plate is 18mm-35mm, 36mm-60mm, 60mm-100mm.Like this, the basin base plate can fully satisfy various different situations working load demands, has made things convenient for to practice.
Feature of the present invention is that also the length that the basin base plate stretches out reinforcing bar 10 is 50mm-150mm, 151mm-250mm.Like this, when the basin backplane applications is to In-situ cast concrete board, the basin base plate can be become whole with the Cast-in-place concrete anchoring, make its joint interface be difficult for cracking destruction.
Feature of the present invention is that also reinforcing bar is elongated reinforcing bar.Like this, increased substantially the rupture strength and the anti-pressure ability of prefabricated units, but made it form the structural element of load.
Feature of the present invention is that also reinforcing rib is the one reinforcing rib.Like this, the good integrity of reinforcing rib and reinforced concrete slab, both come off in difficult division, have fully guaranteed quality.
Feature of the present invention is that also reinforcing rib is vertical one reinforcing rib.Like this, increased substantially the anti-pressure ability of prefabricated units.
Feature of the present invention is that also the edges of boards of basin base plate and/or basin wall are waveform or profile of tooth.Like this, after described prefabricated units were applied in the In-situ cast concrete board, edges of boards were that waveform or profile of tooth can be disperseed concentrated stress effectively, make the amalgamation interface be difficult for cracking destruction, have fully guaranteed the quality of In-situ cast concrete board.
Feature of the present invention is that also the height of basin wall is 30-100mm, 101-250mm, 251-600mm.Like this, the basin wall can fully satisfy various different situations working load demands, has made things convenient for to practice.
Feature of the present invention is that also the thickness of basin wall is 10-25mm, 25-35mm.Like this, the basin wall can fully satisfy various different situations working load demands, has made things convenient for to practice.
(4) description of drawings
Fig. 1-a is that floor of the present invention is made forming mould and element structure schematic diagram thereof with prefabricated units.
Fig. 1-b is floor of the present invention is made moulding of prefabricated units a structural representation.
Fig. 2 is the structural representation of the embodiment of the invention 2.
Fig. 3 is the structural representation of the embodiment of the invention 3.
Fig. 4 is the structural representation of the embodiment of the invention 4.
Fig. 5 is the structural representation of the embodiment of the invention 5.
Fig. 6 is the structural representation of the embodiment of the invention 6.
Fig. 7 is the structural representation of the embodiment of the invention 7.
Fig. 8 is the structural representation of the embodiment of the invention 8.
Fig. 9 is the structural representation of the embodiment of the invention 9.
Figure 10 is the structural representation of the embodiment of the invention 10.
Figure 11 is the structural representation of the embodiment of the invention 11.
Figure 12 is the structural representation of the embodiment of the invention 12.
Figure 13 is the structural representation of the embodiment of the invention 13.
Figure 14 is the structural representation of the embodiment of the invention 14.
Figure 15 is the structural representation of the embodiment of the invention 15.
Figure 16 is the structural representation of the embodiment of the invention 16.
Figure 17 is the structural representation of the embodiment of the invention 17.
Figure 18 is the structural representation of the embodiment of the invention 18.
Figure 19 is the structural representation of the embodiment of the invention 19.
Figure 20 is the structural representation of the embodiment of the invention 20.
Figure 21 is the structural representation of the embodiment of the invention 21.
Figure 22 is the structural representation of the embodiment of the invention 22.
Figure 23 is the mould structure schematic diagram of the making moulding of prefabricated units of the present invention.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention comprises the basin base plate 1 and the steel bar concrete basin wall 2 of reinforced concrete slab as shown in drawings, it is characterized in that basin wall 2 is that wall pressure head pressurization compression or vibration pressurization compression form.In each accompanying drawing, 1 is the basin base plate, and 2 is steel bar concrete basin wall, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, basin wall 2 is that wall pressure head pressurization compression forms.
Feature of the present invention is that also at least one surface of basin base plate 1 and/or basin wall 2 is wet feed scored surface or unidirectional scored surface 3.As shown in Figure 2, the external surface of basin wall 2 is a wet feed scored surface 3.
Feature of the present invention also is to be provided with reinforce 4 in basin base plate 1 and/or the basin wall 2.As shown in Figure 3, be provided with reinforce 4 in the basin wall 2.
Feature of the present invention is that also reinforce 4 is fleece or fibre or gauze wire cloth.As shown in Figure 3, reinforce 4 is a fleece.
Feature of the present invention also is to be provided with in basin base plate 1 and/or the basin wall 2 reinforced mesh 6 that reinforcing bar 5 or reinforcing bar 5 interweave and form.As shown in Figure 4, be provided with reinforcing bar 5 in the basin base plate 1, and reinforcing bar 5 interweaves and forms reinforced mesh 6.
Feature of the present invention also be reinforcing bar 5 from the limit wall end face 7 of basin base plate 1 and/or basin wall 2 or/and side plate face 8 stretches out exposes.As shown in Figure 4, reinforcing bar 5 stretches out from the limit wall end face 7 of basin base plate 1 and exposes.
Feature of the present invention is that also the edges of boards of basin base plate 1 and/or basin wall 2 are hypotenuse.As shown in Figure 5, the edges of boards of basin wall 2 are hypotenuse.
Feature of the present invention is that also the edges of boards of basin base plate 1 and/or basin wall 2 are folding linear side or concavo-convex alternate.As shown in Figure 6, the edges of boards of basin base plate 1 and basin wall 2 are concavo-convex alternate.
Feature of the present invention is that also the edges of boards of basin base plate 1 and/or basin wall 2 are concave edge 9 in local.As shown in Figure 6, the edges of boards of basin wall 2 are local interior concave edge 9.
Feature of the present invention is that also local interior concave edge 9 is arranged on edges of boards or/and following edges of boards.As shown in Figure 6, local interior concave edge 9 is arranged on edges of boards.
Feature of the present invention is that also basin base plate 1 and/or basin wall 2 are provided with at least one bracket structure 10.As shown in Figure 7, basin wall 2 is provided with bracket structure 10.
Feature of the present invention is that also bracket structure 10 is rib limit bracket structure.As shown in Figure 8, bracket structure 10 is a rib limit bracket structure.
Feature of the present invention also is high 5-30mm, 31-50mm, the 50-100mm of bracket structure 10.As shown in Figure 8, the high 30mm of bracket structure 10.
Feature of the present invention is that also bracket structure 10 is the edges of boards bracket.As shown in Figure 7, bracket structure 10 is the edges of boards bracket.
Feature of the present invention is that also bracket structure 10 is provided with at interval.As shown in Figure 8, bracket structure 10 is provided with at interval.
Feature of the present invention is that also bracket structure 10 is convex-concave bracket structure.As shown in figure 10, bracket structure 10 is convex-concave bracket structure.
Feature of the present invention is that also bracket structure 10 is continuous bracket structure.As shown in Figure 9, bracket structure 10 is continuous bracket structure.
Feature of the present invention is that also bracket structure 10 is provided with locating structure 11.As shown in figure 11, bracket structure 10 is provided with locating structure 11.
Feature of the present invention is that also bracket structure 10 is provided with connector 12.As shown in figure 11, bracket structure 10 is provided with connector 12.
Feature of the present invention also is to be extended with anchoring piece 13 on the bracket structure 10.As shown in figure 12, be extended with anchoring piece 13 on the bracket structure 10.
Feature of the present invention is that also basin base plate 1 and/or basin wall 2 are provided with reinforcing rib 14.As shown in figure 13, basin wall 2 is provided with reinforcing rib 14.
Feature of the present invention also is reinforcing rib 14 and basin base plate 1 and/or basin wall 2 is formed in one or the moulding of one secondary material feeding die mould.As shown in figure 13, reinforcing rib 14 and basin wall 2 are formed in one.
Feature of the present invention is that also basin base plate 1 and/or basin wall 2 are provided with projection 15.As shown in figure 14, basin wall 2 is provided with projection 15.
Feature of the present invention also is projection 15 and basin base plate 1 and/or basin wall 2 is formed in one or the moulding of one secondary material feeding die mould.As shown in figure 14, projection 15 and basin wall 2 are the moulding of one secondary material feeding die mould.
Feature of the present invention is that also the flat shape of basin base plate 1 and/or basin wall 2 is square, rectangle or hexagon.As shown in figure 14, the flat shape of basin base plate 1 is a square.
Feature of the present invention is that also the plate face of basin base plate 1 and/or basin wall 2 is provided with protrusion piece 16 spacing at least one wall or protrudes bar 17.As shown in figure 15, the plate face of basin base plate 1 is provided with spacing protrusion piece 16 in the wall; As shown in figure 16, the plate face of basin base plate 1 is provided with spacing protrusion bar 17 in the wall.
Feature of the present invention is that also the plate face of basin base plate 1 and/or basin wall 2 is provided with the outer spacing protrusion piece 16 of at least one wall or protrudes bar 17.As shown in figure 17, the plate face of basin base plate 1 is provided with the outer spacing protrusion bar 17 of wall.
Feature of the present invention also is at least two protrusion pieces 16 or protrudes bar 17 to be oppositely arranged, and forms stopper slot 18.As shown in figure 17, two protrusion bars 17 are oppositely arranged, and form stopper slot 18.
Feature of the present invention is that also the plate face of basin base plate 1 and/or basin wall 2 is provided with the pit 19 of wall installing and locating or/and groove 20.As shown in figure 18, the plate face of basin base plate 1 is provided with the groove 20 of wall installing and locating.
Feature of the present invention is that also the plate face of basin base plate 1 and/or basin wall 2 is provided with ring shape or dotted line shape ring keeper 21.As shown in figure 16, the plate face of basin base plate 1 is provided with ring keeper 21; As shown in figure 19, the plate face of basin base plate 1 is provided with dotted line shape ring keeper 21.
Feature of the present invention is that also ring keeper 21 is provided with pit 19.As shown in figure 19, ring keeper 21 is provided with pit 19.
Feature of the present invention is that also there are pit 19 or groove 20 or projection 15 or raised line 22 in the position of stretching out exposed steel bar 5.As shown in figure 20, stretch out the position fluted 20 of exposed steel bar 5; As shown in figure 21, there is raised line 22 at the position of stretching out exposed steel bar 5.
Feature of the present invention is that also the limit of basin base plate 1 and/or basin wall 2 is that tenon is or/and the limit of tongue-and-groove 23.As shown in figure 22, the limit of basin base plate 1 is the limit of tongue-and-groove 23.
Feature of the present invention is that also basin base plate 1 and/or basin wall 2 reach in the side form frame 25 for the steel bar concrete material is arranged on the soffit formwork 24, the steel bar concrete material has goes up the vertical top board 26 that moves pressurization, top board 26 is arranged with pressure head 27, soffit formwork 24 or/and seaming chuck 27 or/and side template is provided with vibrator 28, basin base plate 1 and/or basin wall 2 are by seaming chuck 27 compression die moulds or vibration pressure head 27 compression die moulds, soffit formwork 24 vibration jolt rammings simultaneously form, the tabular component of lower plate pressurization and vibration moulding on formation lower bolster, the seaming chuck 27.Figure 23 is the mould structure schematic diagram of the making moulding of prefabricated units of the present invention.
Feature of the present invention is that also the length of basin base plate 1 multiply by wide be 600-800mm * 600-800mm or 810-1000mm * 810-1000mm or 1010-1500mm * 1010-1500mm.As shown in figure 13, the length of basin base plate 1 multiply by the wide 700mm * 700mm that is.
Feature of the present invention is that also the thickness of basin base plate 1 is 18mm-35mm, 36mm-60mm, 60mm-100mm.As shown in figure 13, the thickness of basin base plate 1 is 30mm.
Feature of the present invention is that also concrete plate 1 stretches out reinforcing bar 50mm-150mm, 151mm-250mm.As shown in figure 20, concrete plate 1 stretches out reinforcing bar 70mm.
Feature of the present invention is that also reinforcing bar 5 is elongated reinforcing bar.As shown in Figure 4, reinforcing bar 5 is elongated reinforcing bar.
Feature of the present invention is that also reinforcing rib 14 is the one reinforcing rib.As shown in figure 13, reinforcing rib 14 is the one reinforcing rib.
Feature of the present invention is that also reinforcing rib 14 is vertical one reinforcing rib.As shown in figure 13, reinforcing rib 14 is vertical one reinforcing rib.
Feature of the present invention is that also the edges of boards of basin base plate 1 are waveform or profile of tooth.As Figure 20, shown in Figure 21, the edges of boards of basin base plate 1 are profile of tooth.
Feature of the present invention is that also the height of basin wall 2 is 30-100mm, 101-250mm, 251-600mm.As shown in figure 21, the height of basin wall 2 is 300mm.
Feature of the present invention is that also the thickness of basin wall 2 is 10-25mm, 25-35mm.As shown in figure 21, the thickness of basin wall 2 is 20mm.
Claims (10)
1. floor preformed pot comprises the basin base plate (1) and the steel bar concrete basin wall (2) of reinforced concrete slab it is characterized in that basin wall (2) is that wall pressure head pressurization compression or vibration pressurization compression form.
2. floor preformed pot according to claim 1 is characterized in that at least one surface of basin base plate (1) and/or basin wall (2) is wet feed scored surface or unidirectional scored surface (3).
3. floor preformed pot according to claim 1 is characterized in that being provided with reinforce (4) in basin base plate (1) and/or the basin wall (2).
4. floor preformed pot according to claim 3 is characterized in that reinforce (4) is fleece or fibre or gauze wire cloth.
5. floor preformed pot according to claim 1 is characterized in that being provided with in basin base plate (1) and/or the basin wall (2) reinforced mesh (6) that reinforcing bar (5) or reinforcing bar (5) interweave and form; Perhaps reinforcing bar (5) from the limit wall end face (7) of basin base plate (1) and/or basin wall (2) or/and side plate face (8) stretches out exposes; Perhaps the edges of boards of basin base plate (1) and/or basin wall (2) are hypotenuse.
6. floor preformed pot according to claim 1 is characterized in that the edges of boards of basin base plate (1) and/or basin wall (2) are folding linear side or concavo-convex alternate; Perhaps the edges of boards of basin base plate (1) and/or basin wall (2) are local interior concave edge (9); Concave edge (9) is arranged on edges of boards or/and following edges of boards in perhaps local.
7. according to the described floor preformed pot of arbitrary claim in the claim 1 to 6, it is characterized in that basin base plate (1) and/or basin wall (2) are provided with at least one bracket structure (10); Perhaps bracket structure (10) is a rib limit bracket structure; Perhaps bracket is constructed high 5-30mm, 31-50mm, the 50-100mm of (10); Perhaps bracket structure (10) is the edges of boards bracket; Perhaps bracket structure (10) is provided with at interval; Perhaps bracket structure (10) is convex-concave bracket structure; Perhaps bracket structure (10) is continuous bracket structure; Perhaps bracket structure (10) is provided with locating structure (11); Perhaps bracket structure (10) is provided with connector (12); Perhaps be extended with anchoring piece (13) on the bracket structure (10).
8. according to the described floor preformed pot of arbitrary claim in the claim 1 to 6, it is characterized in that basin base plate (1) and/or basin wall (2) are provided with reinforcing rib (14); Perhaps reinforcing rib (14) and basin base plate (1) and/or basin wall (2) is formed in one or the moulding of one secondary material feeding die mould; Perhaps basin base plate (1) and/or basin wall (2) are provided with projection (15); Perhaps projection (15) and basin base plate (1) and/or basin wall (2) is formed in one or the moulding of one secondary material feeding die mould; Perhaps the flat shape of basin base plate (1) and/or basin wall (2) is square, rectangle or hexagon; Perhaps the plate face of basin base plate (1) and/or basin wall (2) is provided with protrusion piece (16) spacing at least one wall or protrudes bar (17); Perhaps the plate face of basin base plate (1) and/or basin wall (2) is provided with the outer spacing protrusion piece (16) of at least one wall or protrudes bar (17); Perhaps at least two protrude pieces (16) or protrude bar (17) and are oppositely arranged, and form stopper slot (18).
9. according to the described floor preformed pot of arbitrary claim in the claim 1 to 6, it is characterized in that the plate face of basin base plate (1) and/or basin wall (2) is provided with the pit (19) of wall installing and locating or/and groove (20); Perhaps the plate face of basin base plate (1) and/or basin wall (2) is provided with ring shape or dotted line shape ring keeper (21); Perhaps ring keeper (21) is provided with pit (19); There are pit (19) or groove (20) or projection (15) or raised line (22) in the position of perhaps stretching out exposed steel bar (5); Perhaps the limit of basin base plate (1) and/or basin wall (2) is that tenon is or/and the limit of tongue-and-groove (23); Perhaps basin base plate (1) and/or basin wall (2) upward reach in the side form frame (25) for the steel bar concrete material is arranged at soffit formwork (24), the steel bar concrete material has goes up the vertical top board (26) that moves pressurization, top board (26) is arranged with pressure head (27), soffit formwork (24) or/and seaming chuck (27) or/and side template is provided with vibrator (28), basin base plate (1) and/or basin wall (2) are by seaming chuck (27) compression die mould or vibration pressure head (27) compression die mould, the jolt ramming of soffit formwork (24) vibration simultaneously forms, and constitutes lower bolster, seaming chuck (27) is gone up the tabular component of lower plate pressurization and vibration moulding.
10. according to the described prefabricated concrete element for reinforcing steel bar concrete filled floor of arbitrary claim in the claim 1 to 6, the length that it is characterized in that basin base plate (1) multiply by wide the be mm of (600-800) mm * (600-800) or (810-1000) mm of mm * (810-1000) or (1010-1500) mm of mm * (1010-1500); Perhaps the thickness of basin base plate (1) is 18mm-35mm, 36mm-60mm, 60mm-100mm; Perhaps to stretch out the length of reinforcing bar (5) be 50mm-150mm, 151mm-250mm to concrete plate (1); Perhaps reinforcing bar (5) is elongated reinforcing bar; Perhaps reinforcing rib (14) is the one reinforcing rib; Perhaps reinforcing rib (14) is vertical one reinforcing rib; Perhaps the edges of boards of basin base plate (1) are waveform or profile of tooth; Perhaps the height of basin wall (2) is 30-100mm, 101-250mm, 251-600mm; Perhaps the thickness of basin wall (2) is 10-25mm, 25-35mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2007100851206A CN101260713A (en) | 2007-03-09 | 2007-03-09 | Prefabricated basin for floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2007100851206A CN101260713A (en) | 2007-03-09 | 2007-03-09 | Prefabricated basin for floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101260713A true CN101260713A (en) | 2008-09-10 |
Family
ID=39961381
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2007100851206A Pending CN101260713A (en) | 2007-03-09 | 2007-03-09 | Prefabricated basin for floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101260713A (en) |
-
2007
- 2007-03-09 CN CNA2007100851206A patent/CN101260713A/en active Pending
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Application publication date: 20080910 |