CN101487315B - Cast-in-situ concrete hollow slab - Google Patents

Abstract

A cast-in-place concrete hollow slab comprises cast-in-place concrete (54) and core modules (55); the core modules (55) are wrapped in the cast-in-place concrete (54), a basin-shaped element (1) which forms into the core modules (55) consists of a basin floor plate (4) and a basin side wall (5), the basin side wall (5) is provided with a vertical groove (2), the basin-shaped element (1) is also provided with a raising edge (3), the core modules (55) are mutually and closely leaned against or alternately arranged, cast-in-place concrete ribs (52) are arranged between the core modules, and the cast-in-place concrete forms a cast-in-place concrete bar (53) at the groove (2) part. The hollow slab is characterized in that two basin-shaped elements (1) can be oppositely buttoned together to form a close hollow cavity, a hole tube (27) is arranged at the middle of the basin-shaped element (1) and a cast-in-place concrete frusta or pole (56) is formed on the hole tube (27) part of the cast-in-place concrete. Therefore, when the core module is applied to a floor cover, the concrete can pass through the hole, the upper and the lower concrete of the core modules can be connected to an integer, the whole performance of the floor cover is improved, therefore, the purpose of the invention is achieved. The hollow slab is applicable to the cast-in-place reinforcing steel bar concrete or prestressed reinforcing steel bar concrete hollow floor cover, roof, wall, foundation slab and bridge, in particular to the use of the hollow floor cover.

Description

A kind of cast-in-place concrete cored

(1) technical field

The present invention relates to a kind of cast-in-place concrete cored.

(2) background technology

At present, cast-in-situ concrete hollow floor is to use wider floor structural form, and the lightening permanent loose tool of filling in it has hollow section and cavity former component.The patent No. of applying on November 29th, 1999 such as the applicant is that ZL99249798.1, name are called " fiber reinforced thin wall type element for filling steel bar reinforced " utility model patent, it discloses a kind of thin-wall mould-shell member, comprise upper plate, on every side sidewall, go to the bottom, upper plate, on every side sidewall, going to the bottom surrounds the polyhedron cavity.And for example the applicant in the application number of November 23 calendar year 2001 application be 01140106.0, publication number is that CN1356442, name are called " a kind of mould with cavity structure for casting reinforced concrete floor slab " application for a patent for invention, its disclosed shuttering member comprise " upper plate, on every side sidewall, go to the bottom; upper plate, on every side sidewall, going to the bottom surrounds the polyhedron cavity former component, that this cavity former component has is lightweight, intensity is high, the characteristics such as simple in structure.But, after this class light tyre moulding member is applied to superstructure, without the stressed and Force transmission parts of superstructure, particularly when the light tyre moulding member size is larger, show more obvious in its loose tool.For this reason, the applicant has applied for that on April 30th, 2002 publication number is that CN1455066A, name are called the patent of invention of " a kind of stereo froce bearing form work for reinforced concrete ", it comprises upper plate, sidewall and going to the bottom on every side, upper plate, sidewall and going to the bottom is connected to each other and consists of the polyhedron enclosed cavity on every side, rod member more than at least one is arranged in cavity, the invention is characterized in that rod member is curvilinear rod, folding mast, cable, Problem of A Straight Bar With Uniform Cross Section, the solid straight-bar of variable cross-section, upper shed hollow stem or its combination, the perhaps combination of the hollow straight-bar of variable cross-section and above-mentioned rod member.Like this, owing in hollow mould shell, be provided with the load support member, after hollow mould shell is applied to building cover structure, formed the stressed and Force transmission parts of superstructure, greatly improved the mechanical property of superstructure, particularly greatly improve the shearing resistance of superstructure, antitorque mechanical property, thereby overcome the deficiencies in the prior art.But when this class hollow mould shell was made, global formation is made comparatively trouble, and was time-consuming, and cost is high.Therefore, develop a kind of novel cast-in-situ concrete hollow slab moulding form for being badly in need of.

(3) summary of the invention

The object of the present invention is to provide a kind of cast-in-place concrete cored, the characteristics such as have that speed of application is fast, quality good, construction is easy.

Solution of the present invention is on the basis of existing technology, include Cast-in-place concrete, core, core is wrapped up in and is contained in the Cast-in-place concrete, form the basin-shaped component of core by the basin base plate, the basin sidewall consists of, be provided with vertical groove on the basin sidewall, on basin-shaped component, also be provided with toss, core is close to or alternately each other, be in-place concret rib each other, Cast-in-place concrete has formed the Cast-in-place concrete muscle at vertical groove position, it is characterized in that two basin-shaped components fasten the formation enclosed cavity relatively, in the centre of basin-shaped component perforated pipe is set, Cast-in-place concrete has formed Cast-in-place concrete pier or post at pipe position, hole.Like this, the hole pipe can play the effect of strengthening the basin-shaped component middle part, and when core was applied in the superstructure, concrete can pass through hole, makes the logical via barrel of core concrete up and down connect into integral body, has improved the overall performance of superstructure; Be provided with vertical groove on the basin sidewall, core itself has been played the effect of structural strengthening, make it in use be difficult for deforming, when the pore-forming core is applied in the In-situ cast concrete board, because fastening, basin-shaped component forms enclosure space, make Cast-in-place concrete be difficult for entering in the core, guaranteed the hollow rate of floor, the vertical groove of Cast-in-place concrete can form in the position of cast-in-place rib cast-in-place reinforcing rib or reinforced pier, be provided with toss at the basin mouth, strengthen the structural performance of basin mouth, made the basin mouth be difficult for deforming, played the effect of reinforced sidewall, because can be with the basin-shaped components superposed and stacked in carrying or transportation, not only save transport space, also reduced cost of transportation, simultaneously, if basin-shaped component is one-time formed, be conducive to improve the speed of production of core, improve the productivity ratio of product, thereby reached purpose of the present invention; The present invention can be made with materials such as plastics, rubber, concrete, steel, and the hollow building cover, roof system, body of wall, sole plate and the bridge that are applicable to cast-in-situ reinforced concrete or prestressed reinforced concrete use, and is particularly useful for hollow building cover and uses.

Feature of the present invention also is describedly cast-in-place concrete coredly to be provided with Cast-in-place concrete upper plate or Cast-in-place concrete lower plate or to be provided with simultaneously the Cast-in-place concrete upper plate and Cast-in-place concrete lower plate or Cast-in-place concrete upper plate and Cast-in-place concrete lower plate all are not set simultaneously.Like this, when core flushes with cast-in-place concrete cored bottom surface, the Cast-in-place concrete upper plate is arranged, when upper plate links to each other with in-place concret rib, in building cast-in-place concrete cored process on it, can save a large amount of templates, reduce the loss of template, simultaneously, also reduced the consumption of Cast-in-place concrete, save material, reduced the cost of floor; Core flushes with cast-in-place concrete cored end face, the Cast-in-place concrete lower plate is arranged under it, lower plate links to each other with in-place concret rib, greatly facilitating floor top gut line lays, can be in the situation of not damaging the floor force structure, easily various pipelines or line box are installed to floor inside and do not increase slab thickness, indirectly increased the usage space of building, make its structure more reasonable; When core flushes with the bottom surface with cast-in-place concrete cored end face respectively, core is during respectively with floor slab structure form that cast-in-place concrete cored end face flushes with the bottom surface, greatly facilitate the laying of vertical pipeline in the building, avoided having protected structure because of the cutting at the hole damage to structure; Simultaneously, also can save a large amount of templates, reduce the loss of template; The Cast-in-place concrete upper plate is arranged on core, and upper plate links to each other with in-place concret rib, and the Cast-in-place concrete lower plate is arranged under the core, when lower plate links to each other with in-place concret rib, is provided with Cast-in-place concrete in the core up and down, has greatly improved the integrality performance of the structure of floor, and the mechanical property of hollowcore slab.

Feature of the present invention is that also described cast-in-situ reinforcing steel bar concrete hollow slab is provided with bright beam or dark beam.Like this, increase substantially the structural-load-carrying capacity of hollowcore slab and tension, resistance to compression, shear resistance, optimized the internal construction of hollowcore slab.

Feature of the present invention is that also described bright beam or dark beam contain reinforcing bar.Reinforcing bar is prestressed reinforcement, prestress wire, cold-rolled forming section, channel-section steel or i shaped steel.Like this, in dark beam or bright beam, be provided with reinforcing bar after, intensity, rigidity, resistance to compression, the shear resistance of dark beam or bright beam all obtained significantly strengthening, and also greatly improved the supporting capacity of hollowcore slab simultaneously.

Feature of the present invention is that also described in-place concret rib contains reinforcing bar.Like this, in in-place concret rib, wrap up in contain reinforcing bar after, cast-in-place concrete cored intensity, rigidity, resistance to compression, shear resistance have all obtained significantly strengthening, and have also greatly improved the supporting capacity of hollowcore slab simultaneously.

Feature of the present invention is that also two hole pipes dock in the amalgamation of basin port part.Like this, basin-shaped component seals equally at hole pipe place, makes Cast-in-place concrete form cast-in-place rod member or pier stud at Kong Guanzhong, and can not overflow in the cavity of sealing.

Feature of the present invention also is Kong Guanwei arc line shaped oviduct or fold-line-shaped oviduct or step oviduct.Like this, Kong Guanwei arc line shaped oviduct or fold-line-shaped oviduct or step oviduct can be according to different explained hereafter basin-shaped components, simultaneously, can according to the difference needs of constructing, select to be provided with the basin-shaped component of difform hole pipe.

Feature of the present invention is that also two hole pipes link into an integrated entity by hollow section.Like this, when two hole pipes can not amalgamation when fastening at basin-shaped component, hollow section can be set two hole pipes are connected as one between the pipe of hole, guarantee that the enclosed cavity of core does not flow into concrete.

Feature of the present invention also is to be provided with toss in the pipe at the tip of hole pipe.Like this, toss in the tip of hole pipe is provided with pipe, docking that not only can more convenient hole pipe, can make things convenient for simultaneously different construct need to and the plugging hole pipe.

Feature of the present invention be also in the pipe of setting in hole pipe that toss is provided with the protruding nail of sealing or/and the sealing bulge loop or/and the sealing scrobicular ring.Like this, after core is applied in the Cast-in-place concrete, when floor because the reason such as aging is when producing the crack along the formwork sidewall, the protruding nail of the sealing that arranges in the toss or/and the sealing bulge loop or/and the sealing scrobicular ring can prevent that the crack from running through, when making water, wet goods liquid and gas on the floor face in being penetrated into the crack, can not permeate and pass the protruding nail of sealing that basin-shaped molds basin mouth arranges or/and the sealing bulge loop or/and the sealing scrobicular ring, has well played the effect of leakproof, antiseepage.

Feature of the present invention is that also toss is provided with through hole in Kong Guanguan.Like this, pore-creating core can be integrated with the peviform structure binding of precast plate or relative fastening by through hole, equally, through hole can also be as plug hole, Cast-in-place concrete is poured into from through hole, flow in the following groove of the basin-shaped component that relatively fastens, so that Cast-in-place concrete is easier to be closely knit, be conducive to improve the quality of floor; And a plurality of basin-shaped component groups that snap together, by arrange at through hole reinforcing bar or steel bar or rigid plastics or batten or prefabricated concrete frame etc. form between the spacer draw piece, and, can also end floating part through hole setting, reach the purpose of core anti-floating.

Feature of the present invention also is to be provided with the tube wall groove at the tube wall of hole pipe.Like this, intensity that can the reinforced hole pipe.

Feature of the present invention has been that also four grooves vertically are arranged on the basin sidewall.Like this, sidewall is respectively arranged with groove all around, has not only strengthened the intensity of sidewall around the basin-shaped component, and since around sidewall be provided with groove so that core is when being applied in the floor, its laying more convenient and quicker, the setting party who does not need to consider core to.

Feature of the present invention is that also described vertical groove and toss intersect.Like this, groove and toss are intersected, and make the groove position formation on sidewall opening limit add strong position, make its structure more firm.

Feature of the present invention is that also the intersection area of described vertical groove and toss is provided with through hole.Like this, pore-creating core can be integrated with the peviform structure binding of precast plate or relative fastening by through hole, equally, through hole can also be as plug hole, Cast-in-place concrete is poured into from through hole, flow in the following groove of the basin-shaped component that relatively fastens, so that Cast-in-place concrete is easier to be closely knit, be conducive to improve the quality of floor; And a plurality of basin-shaped component groups that snap together, by arrange at through hole reinforcing bar or steel bar or rigid plastics or batten or prefabricated concrete frame etc. form between the spacer draw piece, and, can also end floating part through hole setting, reach the purpose of core anti-floating.

Feature of the present invention also be described at the basin base plate or/and the basin sidewall or/and the hole pipe is provided with reinforcing rib.Like this, so that the basin sidewall in the time of in being applied to the Cast-in-place concrete floor, has been strengthened the resistance to compression anti-impact force of core or/and the basin base plate strengthens, make its not cracky.

Feature of the present invention also is to be provided with on the described basin base plate reinforcing rib and arranges around the pipe mouth of pipe of hole.Like this, strengthened hole pipe intensity all around, made it not fragile.

Feature of the present invention is that also described reinforcing rib is connected with the back side of vertical groove.Like this, when reinforcing rib is arranged on the basin base plate, reinforcing rib is arranged on the back side of groove, can strengthen the horizontal stress performance of groove, has improved its expansion impact force, when watering concrete, shock club is difficult for making during vibrated concrete sidewall, especially groove variations damaged in rib.

Feature of the present invention is that also described toss is the toss of ring shape.Like this, be provided with toss at the basin mouth, strengthened the structural performance of basin mouth, make the basin mouth be difficult for deforming, stablized the shape of basin mouth.

Feature of the present invention is that also described vertical groove is the channel section groove.Like this, vertical groove is that the channel section groove not only can make things convenient for product stripping, and convenient together nestable, is conducive to the carrying transportation.

Feature of the present invention is that also described channel section groove is provided with the groove endplate.Like this, be provided with U-lag groove endplate on the basin base plate, just in time the toss with basin-shaped component is linked to be integral body, has strengthened the end intensity of vertical groove, makes groove not yielding.

Feature of the present invention is that also described vertical groove is symmetrical arranged along the axis of basin sidewall.Like this, because groove is symmetrical arranged along the axis of basin sidewall, mechanization production that can more convenient core, improve the speed of production of core, and core is in being applied to floor the time, because groove is symmetrical arranged, so when calculating the floor force analysis, its structural stress of easier calculating.

Feature of the present invention is that also described vertical groove has the nestable tapering of vertical concave cross section groove.Like this, three walls of groove are provided with tapering, make a plurality of cores easier to be together nestable, have saved the space, more are conducive to pile up, carry and transport.

Feature of the present invention is that also described tapering is the three-dimensional tapering.Like this, three walls of groove are provided with tapering, make a plurality of cores easier to be together nestable, have saved the space, more are conducive to pile up, carry and transport.

Feature of the present invention is that also the trough floor of described U-lag has vertical introversion tapering; The scope of trough floor leaning angle value is 70 to 88 degree.Like this, the trough floor of U-lag has vertical introversion tapering, not only conveniently manufacture, improve speed of production, and can make things convenient for nestable piling up, be conducive to reduce carrying, cost of transportation, simultaneously when basin-shaped component was applied in the Cast-in-place concrete floor, trough floor was provided with the groove base plate of vertical introversion tapering, can help Cast-in-place concrete to enter rib or entered the basin-shaped component bottom, accelerate speed of application, improve construction quality.

Feature of the present invention also is the groove side plate of described U-lag, vertically the inclination tapering is arranged; The scope of the leaning angle value of groove left plate and groove right plate is 3 to 15 degree.Like this, not only conveniently manufacture, improve speed of production, and can make things convenient for nestable piling up, be conducive to reduce carrying, cost of transportation, simultaneously when basin-shaped component is applied in the Cast-in-place concrete floor, the groove side plate is provided with the groove base plate of vertical inclination tapering, can help Cast-in-place concrete to enter rib or enter basin-shaped component bottom, accelerate speed of application, improve construction quality.

Feature of the present invention also is described groove side plate, the tapering of outwards pushing aside is arranged.Like this, not only conveniently manufacture, improve speed of production, and can make things convenient for nestable piling up, be conducive to reduce carrying, cost of transportation, simultaneously when basin-shaped component is applied in the Cast-in-place concrete floor, the groove side plate is provided with the groove base plate of outwards pushing tapering aside, can help Cast-in-place concrete to enter rib or enter basin-shaped component bottom, accelerate speed of application, improve construction quality.

Feature of the present invention also is to be provided with on the described basin base plate U-lag groove endplate, vertical U-lag is not established the groove median septum.Like this, be provided with U-lag groove endplate on the basin base plate, just in time the toss with basin-shaped component is linked to be integral body, strengthen the end intensity of vertical groove, made groove not yielding, do not established the groove median septum at vertical U-lag, Cast-in-place concrete flows when not only helping to construct, and make things convenient for basin-shaped component nestable, and be conducive to carry, the reduction of cost of transportation, saved cost.

Feature of the present invention is that also described reinforcing rib is the fish tail reinforcing rib, and its fish tail is arranged at the arc wall place that basin base plate and basin sidewall intersect.Like this, the reinforcing rib end is fish tail shape, not only can make things convenient for nestable piling up, because it widens at tip, can better disperse stressedly, is conducive to the reinforcement of core overall performance.

Feature of the present invention is that also the intersection of described reinforcing rib is set to arc angle.Like this, the intersection of reinforcing rib is set to arc angle, makes the easier demoulding of core when making core, is conducive to improve speed of production.

Feature of the present invention is that also the rotation angle position of described vertical groove is provided with arc angle.Like this, the rotation angle position of groove is provided with arc angle, makes the easier demoulding of core when making core, is conducive to improve speed of production.

Feature of the present invention is that also the width of the described reinforcing rib that is connected with the groove back side is greater than the width of the reinforcing rib of other positions settings.Like this, the width of the reinforcing rib that is connected with the groove back side is greater than the width of the reinforcing rib of other positions settings, better brace groove.

Feature of the present invention also is to be provided with one, two, the vertical groove more than three or three on the described same basin sidewall, and a plurality of vertical grooves are symmetrical arranged along the axis of set sidewall.Like this, be provided with one, two, the groove more than three or three on the same basin sidewall, a plurality of grooves are symmetrical arranged along the axis of set sidewall, mechanization production that can more convenient core, improve the speed of production of core, and core is in being applied to floor the time, because groove is symmetrical arranged, so when calculating the floor force analysis, its structural stress of easier calculating.

Feature of the present invention is that also four rotation angle positions of described toss are arc angle.Like this, four rotation angle positions of toss are arc angle, not only save material, can also be conveniently stripped.

Feature of the present invention is that also the outer side edges of described toss and the outer side edges of basin sidewall be arranged in parallel.Like this, the outer side edges of the outer side edges of toss and basin sidewall be arranged in parallel, makes the toss width of annular consistent, convenient production.

Feature of the present invention is that also reinforcing rib is solid or hollow reinforcing rib.Like this, reinforcing rib is solid or hollow reinforcing rib, can effectively improve the strength and stiffness of basin-shaped component, improves the overall performance of basin-shaped component.

Feature of the present invention is that also the rotation angle position of basin sidewall and basin base plate is set to arc angle, chamfering or inner corner trim.Like this, the rotation angle position of basin sidewall and basin base plate is set to arc angle, chamfering or inner corner trim, not only makes things convenient for core conveniently stripped in process of production, and when core is applied in the Cast-in-place concrete floor, Cast-in-place concrete can form reinforcing rib in above-mentioned corresponding position, has strengthened the stress performance of floor.

Feature of the present invention also be toss be provided with the protruding nail of sealing or/and the sealing bulge loop or/and the sealing scrobicular ring.Like this, after core is applied in the Cast-in-place concrete, when floor because the reason such as aging is when producing the crack along the formwork sidewall, the protruding nail of the sealing that arranges in the toss or/and the sealing bulge loop or/and the sealing scrobicular ring can prevent that the crack from running through, when making water, wet goods liquid and gas on the floor face in being penetrated into the crack, can not permeate and pass the protruding nail of sealing that basin-shaped molds basin mouth arranges or/and the sealing bulge loop or/and the sealing scrobicular ring, has well played the effect of leakproof, antiseepage.

Feature of the present invention is that also basin-shaped component forms by two or more basin-shaped components are nestable.Like this, when a core is applied in the floor and does not reach force request, can two or more basin-shaped components are together nestable, to strengthen the stress performance of core.

Feature of the present invention also is to be provided with bed hedgehopping spare between two basin-shaped components.Like this, can between the basin-shaped component that relatively fastens, bed hedgehopping spare be set, and not need to go in addition to produce basin-shaped component according to different designs, construction requirement, be conducive to the application of basin-shaped component.

Like this, basin-shaped components can arrive the construction plant and carry out the assembly unit fastening, when the good core of assembly unit is applied in the Cast-in-place concrete floor, can reduce the deadweight of superstructure.

Feature of the present invention is that also the basin-shaped component of described two fastenings is outside equipped with cutting ferrule, and cutting ferrule becomes hollow mold with the concrete that two basin-shaped component bandings form sealing.Like this, two basin-shaped components are outside equipped with cutting ferrule, when cutting ferrule forms the concrete pore-creating core of sealing with two basin-shaped components bandings, can form whole member, have improved the overall performance of core.

Feature of the present invention also is between the basin-shaped component of described two fastenings by splicing, riveted joint, welding, nailing, order pin, buckle, male and female groove or hook connecting is connected into integral body.Like this, can connect into integral body by multiple connected mode between the basin-shaped component of two fastenings, such as splicing, riveted joint, welding, nailing, order the connected modes such as pin, buckle, male and female groove or hook.

The basin-shaped component that feature of the present invention also is described two fastenings by toss splicing, riveted joint, welding, nailing, order pin, buckle, male and female groove or hook connecting and be connected into integral body.Like this, the basin-shaped component of two fastenings by the splicing between the toss that arranges on the basin-shaped component, riveted joint, welding, nailing, order the connected modes such as pin, buckle, male and female groove or hook and connect into integral body.

Feature of the present invention also is to be provided with at least one bracing boom or a slice stiffening rib or be provided with simultaneously both at least in basin-shaped component.Like this, when being provided with at least one bracing boom or a slice stiffening rib or when being provided with both simultaneously at least in the concrete pore-creating core, strengthened intensity and the stressed transmission force property of basin-shaped component.

Feature of the present invention also is to be provided with at least one reinforcing ring in basin-shaped component, reinforcing ring is steel plate ring, concrete ring, hard plastic ring, wooden ring, porcelain ring or cement mortar ring.Like this, in basin-shaped components, be provided with at least one reinforcing ring, can improve the anti-impact force of parts, improve the stress performance of parts, simultaneously, because the diversity of reinforcing ring, can be according to the reinforcing ring of actual environment choose reasonable different materials.

Feature of the present invention also is to be provided with reinforce in the wall body inner clip of basin-shaped component, and reinforce is that gauze wire cloth, steel mesh reinforcement, fibre, fleece or its combination arrange.Like this, be provided with reinforce in the wall body inner clip of basin-shaped components, greatly improved the strength and stiffness of parts, and can select according to actual conditions the reinforce of different materials, can better improve the stress performance of parts.

Feature of the present invention also is also to be provided with on the basin-shaped component ends floating member, and ending floating member is iron wire, rope, steel wire, plastic tape or rubber strip.Like this, also be provided with on the basin-shaped components and end floating member, when core is applied in the superstructure, can prevent that core is subjected to displacement and floats, and effectively raises speed of application and the construction quality of superstructure.

Feature of the present invention also is to become hollow mold that at least three spikes are arranged at concrete.。Like this, at concrete pore-creating core at least three spikes are arranged, when core was applied in the superstructure, spike can make core and construction formwork form a determining deviation, and spike plays the effect of positioning limit, had guaranteed that concrete flow into the bottom of core, has improved the quality of floor; When spike is arranged on the sidewall, can plays the effect of control rib width, and can pave the reinforcing bar in the rib; When spike is arranged on the basin base plate, be to arrange up such as the fruit bowl base plate, spike can also play the effect that limits the thickness of flaggy on the Cast-in-place concrete.

Feature of the present invention also is to be filled with light-weight filler in basin-shaped component, light-weight filler is the foam pellet of foam-plastic blocks, expanded pearlite sillar, expanded vermiculite piece, foaming or Aerated Concrete piece, Ceramsite Concrete piece, straw husk cementitious materials piece, charcoal concrete piece or cementing.Like this, when core is applied in the superstructure, the performances such as the insulation of superstructure, heat insulation, sound insulation have been strengthened.

The shape of cross section that feature of the present invention also is basin-shaped component for circular, oval, square, arc angle is square or chamfering is square.Like this, the shape of cross section of basin-shaped component be circular, oval, square, arc angle is square or chamfering is square, makes things convenient for selecting of basin-shaped component, according to different construction requirements, can select the basin-shaped component of varying cross-section shape.

Feature of the present invention also is to be provided with on the basin-shaped component through hole of cover plate.

Feature of the present invention also is to be provided with on the basin-shaped component through hole of cover plate.Like this, be provided with the through hole of cover plate on the basin-shaped component, fasten in twos the space that forms sealing when core after, can pipe fitting, rod member etc. be set by opening cover plate in cavity.

Feature of the present invention also is to be provided with on the basin-shaped component transverse concave groove.Like this, be provided with transverse concave groove on the basin-shaped component, strengthened the structural performance of basin-shaped component, in the time of simultaneously in being applied to the Cast-in-place concrete floor, in transverse concave groove, can also form cast-in-place reinforcing rib, strengthen the stress performance of floor.

Feature of the present invention also be basin base plate on the basin-shaped component or/and the thickness setting of basin sidewall less than the thickness of transverse concave groove and vertical groove trough floor or/and the thickness of groove side plate.Like this, obtain reinforcement in trough floor or groove side plate position, improved the overall performance of basin-shaped component.

The thickness that feature of the present invention also is basin base plate on the basin-shaped component less than or greater than the thickness of basin sidewall.Like this, can select according to the needs of different designs or construction the basin-shaped component of different-thickness standard.

Feature of the present invention is that also transverse concave groove is arranged on the basin base plate.Like this, be provided with transverse concave groove on the basin base plate, strengthened the structural performance of basin-shaped component, in the time of simultaneously in being applied to the Cast-in-place concrete floor, in transverse concave groove, can also form cast-in-place reinforcing rib, strengthen the stress performance of floor.

Feature of the present invention also is to be provided with the groove median septum in transverse concave groove.Like this, the groove median septum is set in transverse concave groove, has strengthened the structural performance of transverse concave groove, make it after being pressed, be difficult for producing distortion.

Feature of the present invention also is to be provided with the groove endplate in transverse concave groove groove end.Like this, in transverse concave groove groove end the groove endplate is set, has strengthened the structural performance of transverse concave groove, make it after being pressed, be difficult for producing distortion.

Feature of the present invention also is to be provided with the groove endplate at vertical groove and toss intersection area.

Feature of the present invention is that also the groove endplate chooses the dividing plate toss is arranged, and is connected as a single entity with the toss of basin-shaped component.

Feature of the present invention is that also described through hole is taper hole.Like this, the more convenient connector that in through hole, arranges.

Feature of the present invention also be below trough floor or the groove endplate or/and above be provided with reinforcement, reinforcement is reinforced metal part, strengthens plastic or strengthen concrete spare.Like this, strengthened trough floor and the stress performance of the groove endplate that intersects with toss, made its not fragile, distortion, load is larger, has improved the overall performance of basin-shaped component.

Feature of the present invention also is to be provided with the groove reinforcing band at the groove endplate.Like this, groove is not easy distortion, has guaranteed the quality of basin-shaped component.

Feature of the present invention also is to be provided with the sealing raised line in toss.Like this, be conducive to the reinforcing of basin-shaped component toss, and, when being applied in the Cast-in-place concrete floor, also played the effect of antiseepage leakproof.

Feature of the present invention also is to be provided with built-in fitting at prefabricated panel, and built-in fitting is the metalworks such as iron wire, iron plate or plastic or rope, rope etc.Like this, be provided with built-in fitting on the prefabricated panel, can be connected with basin-shaped component by built-in fitting.

Be the internal-rib die cavity between the basin-shaped component that feature of the present invention also is to arrange on the same prefabricated panel.Like this, in the time of in being applied to the Cast-in-place concrete floor, can form cast-in-place concrete hidden rib at internal-rib die cavity position.

Feature of the present invention is that also groove and sidewall, top board are one-body molded.

Feature of the present invention is that also groove and sidewall, flange are one-body molded.

Feature of the present invention is that also reinforcing rib and top board, sidewall are one-body molded.

Feature of the present invention is that also groove and sidewall, top board, flange are one-body molded.

(4) description of drawings

Fig. 1 is the structural representation of the embodiment of the invention 1;

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 6;

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 structural representation of the embodiment of the invention 23;

Figure 24 is the structural representation of the embodiment of the invention 24;

Figure 25 is the structural representation of the embodiment of the invention 25;

Figure 26 is the structural representation of the embodiment of the invention 26;

Figure 27 is the structural representation of the embodiment of the invention 27;

Figure 28 is the structural representation of the embodiment of the invention 28;

Figure 29 is the structural representation of the embodiment of the invention 29;

Figure 30 is the structural representation of the embodiment of the invention 30;

Figure 32 is the structural representation of the embodiment of the invention 32;

Figure 32 is the structural representation of the embodiment of the invention 32;

Figure 33 is the structural representation of the embodiment of the invention 33;

Figure 34 is the structural representation of the embodiment of the invention 34;

Fig. 1--34 is respectively the sectional view of the member schematic diagram of embodiment 1--34, cuts open part and is symmetrical arranged with other partial responses.

Figure 35 is the cross-sectional view of the embodiment of the invention 35;

Figure 36 is the zoomed-in view at the C place among Figure 35;

Figure 37 is the zoomed-in view at the D place among Figure 35;

Figure 38 is half of top view of Figure 35, and the view among second half and Figure 38 is symmetrical arranged;

Figure 39 is that the A of Figure 35 is to diagram;

Figure 40 is the postrotational zoomed-in view of B-B sectional view among Figure 38.

Figure 41 is the cross-sectional view of the embodiment of the invention 36, and Figure 41 is the sectional view of B-B among Figure 42;

Figure 42 is half of top view of Figure 41 structural representation, and the view among second half and Figure 42 is symmetrical arranged;

Figure 43 is that the A of Figure 41 is to diagram.

Figure 44 is the cross-sectional view of the embodiment of the invention 37;

Figure 44 is the zoomed-in view at the B place among Figure 44;

Figure 46 is half of top view of Figure 44, and the view among second half and Figure 46 is symmetrical arranged;

Figure 47 is that the A of Figure 44 is to diagram.

The numerical value of each position mark among Figure 35-Figure 47 is all with the letter replacement, letter can be in certain scope value.

Figure 48 is the cross-sectional view of the embodiment of the invention 38;

Figure 49 is the zoomed-in view at the C place among Figure 48;

Figure 50 is the zoomed-in view at the D place among Figure 48;

Figure 51 is half of top view of Figure 48, and the view among second half and Figure 51 is symmetrical arranged;

Figure 52 is that the A of Figure 48 is to diagram;

Figure 53 is the postrotational zoomed-in view of B-B sectional view among Figure 51.

Figure 54 is the cross-sectional view of the embodiment of the invention 39, and Figure 54 is the sectional view of B-B among Figure 55;

Figure 55 is half of top view of Figure 54, and the view among second half and Figure 55 is for being symmetrical arranged;

Figure 56 is that the A of Figure 54 is to diagram.

Figure 57 is the cross-sectional view of the embodiment of the invention 40;

Figure 58 is the zoomed-in view at the B place among Figure 57;

Figure 59 is half of top view of Figure 57, and the view among second half and Figure 59 is for being symmetrical arranged;

Figure 60 is that the A of Figure 57 is to diagram.

Figure 61 is the plan structure schematic diagram of the embodiment of the invention 41.

The specific embodiment that each accompanying drawing among Figure 48-Figure 61 represents, the dimensional units of all diameters, radius, length, width or height etc. is a millimeter (㎜), the value of each data of Figure 48-Figure 61 is in each data span, just one of them specific embodiment.

Figure 62,63 is the sectional schematic diagram of transverse concave groove 35.

Figure 64,65 is the sectional schematic diagram of vertical groove 2.

(5) specific embodiment

The invention will be further described below in conjunction with drawings and Examples.

The present invention as shown in drawings, include Cast-in-place concrete 54, core 55, core 55 is wrapped up in and is contained in the Cast-in-place concrete 54, form the basin-shaped component 1 of core 55 by basin base plate 4, basin sidewall 5 consists of, be provided with vertical groove 2 on the basin sidewall 5, on basin-shaped component 1, also be provided with toss 3, core 55 is close to or alternately each other, be in-place concret rib 52 each other, Cast-in-place concrete has formed Cast-in-place concrete muscle 53 at groove 2 positions, it is characterized in that two basin-shaped components 1 fasten the formation enclosed cavity relatively, in the centre of basin-shaped component 1 perforated pipe 27 is set, Cast-in-place concrete is managed 27 positions and has been formed Cast-in-place concrete pier or post 56 in the hole.Fig. 1 is the structural representation of the embodiment of the invention 1.In each accompanying drawing, 1 is basin-shaped component, and 2 is vertical groove, and 3 are toss, and 4 is the basin base plate, 5 is the basin sidewall, and 27 are the hole pipe, and 52 is in-place concret rib, and 53 is the Cast-in-place concrete muscle, and 54 is Cast-in-place concrete, 55 is core, and 56 is Cast-in-place concrete pier or post, in each accompanying drawing, numbers identically, and its explanation is identical.As shown in Figure 1, 2, 3, core 55 is wrapped up in and is contained in the Cast-in-place concrete 54, the basin-shaped component 1 that forms core 55 is made of basin base plate 4, basin sidewall 5, be provided with vertical groove 2 on the basin sidewall 5, on basin-shaped component 1, also be provided with toss 3, core 55 each other alternately, be in-place concret rib 52 each other, Cast-in-place concrete has formed Cast-in-place concrete muscle 53 at groove 2 positions, it is characterized in that two basin-shaped components 1 fasten the formation enclosed cavity relatively, in the centre of basin-shaped component 1 perforated pipe 27 is set, Cast-in-place concrete is managed 27 positions and has been formed Cast-in-place concrete pier 56 in the hole; As shown in Figure 7, in the centre of basin-shaped component 1 perforated pipe 27 is set, there are four grooves 2 vertically to be arranged on the basin sidewall 5, be left plate intersecting arcs 31 between groove left plate 30 and the trough floor 37, be right plate intersecting arcs 33 between groove right plate 32 and the trough floor 37, be left plate intersecting arcs 31 between groove left plate 30 and the basin sidewall 5, be right plate intersecting arcs 33 between groove right plate 32 and the basin sidewall 5, the upper notch 38 of vertical groove 2 is arranged on the intersecting arcs between basin sidewall 5 and the basin base plate 4, and the angle between basin sidewall 5, basin sidewall 5 and the basin base plate 4 is three crossing arc angles 41.

Feature of the present invention also is cast-in-place concrete coredly to be provided with Cast-in-place concrete upper plate 50 or Cast-in-place concrete lower plate 51 or to be provided with simultaneously Cast-in-place concrete upper plate 50 and Cast-in-place concrete lower plate 51 or Cast-in-place concrete upper plate 50 and Cast-in-place concrete lower plate 51 all are not set simultaneously.As shown in Figure 1, 2, 3, cast-in-place concrete cored Cast-in-place concrete upper plate 50 and the Cast-in-place concrete lower plate 51 of being provided with simultaneously.

Feature of the present invention is that also two holes pipe 27 docks in the amalgamation of basin port part.Shown in Fig. 1,2,3,4, two holes pipe 27 docks in the amalgamation of basin port part.

Feature of the present invention is that also hole pipe 27 is arc line shaped oviduct or fold-line-shaped oviduct or step oviduct.Shown in Fig. 1,2,3,4, hole pipe 27 is the arc line shaped oviduct.

Feature of the present invention is that also two holes pipe 27 links into an integrated entity by hollow section 49.As shown in Figure 5, two holes pipe 27 links into an integrated entity by hollow section 49.

Feature of the present invention also is to be provided with toss 3 in the pipe at the tip of hole pipe 27.Shown in Fig. 1,2,3,4, be provided with toss 3 in the pipe at the tip of hole pipe 27.

The toss 3 that feature of the present invention also is to manage in the hole 27 interior settings be provided with the protruding nail 11 of sealing or/and sealing bulge loop 12 or/and sealing scrobicular ring 13.The toss 3 of as shown in figure 36, managing 27 interior settings in the hole is provided with sealing bulge loop 12; The toss 3 of as shown in figure 45, managing 27 interior settings in the hole is provided with the protruding nail 11 of sealing and sealing bulge loop 12.

Feature of the present invention is that also toss 3 is provided with through hole 6 in hole pipe 27 pipes.

Feature of the present invention also is to be provided with groove 2 at the tube wall of hole pipe 27.As shown in Figure 7, the tube wall at hole pipe 27 is provided with groove 2.

Feature of the present invention has been that also four grooves 2 vertically are arranged on the basin sidewall 5.As shown in Figure 8, there are four grooves 2 vertically to be arranged on the basin sidewall 5.

Feature of the present invention is that also vertical groove 2 is crossing with toss 3.As shown in Figure 8, vertical groove 2 intersects with toss 3.

Feature of the present invention is that also described groove 2 and the intersection area of toss 3 are provided with through hole 6.As shown in Figure 8, described groove 2 is provided with through hole 6 with the intersection area of toss 3; Through hole 6 can be square hole, the flat hole of circular hole, taper hole etc., and through hole 6 shown in Figure 8 is circular hole, and through hole shown in Figure 38 is taper hole 36.

Feature of the present invention also be described at basin base plate 4 or/and basin sidewall 5 or/and hole pipe 27 is provided with reinforcing rib 7.Shown in Figure 10,11, describedly be provided with reinforcing rib 7 at basin base plate 4.

Feature of the present invention also is to be provided with on the described basin base plate 4 reinforcing rib 7 and manages arranging of 27 mouths of pipe along the hole all around.As shown in figure 47, be provided with reinforcing rib 7 on the described basin base plate 4 and manage arranging of 27 mouths of pipe along the hole all around.

Feature of the present invention is that also described reinforcing rib 7 is connected with the back side of vertical groove 2.Shown in Figure 10,11, reinforcing rib 7 is connected with the back side of vertical groove 2.

Feature of the present invention is that also described toss 3 is the toss of ring shape.Shown in Figure 10,11, described toss 3 is the toss of ring shape.

Feature of the present invention is that also vertical groove 2 is the channel section groove.As shown in figure 11, vertical groove 2 is the channel section groove.

Feature of the present invention is that also described channel section groove is provided with groove endplate 34.As shown in figure 11, the channel section groove is provided with groove endplate 34.

Feature of the present invention is that also described groove 2 is symmetrical arranged along the axis of basin sidewall 5.As shown in figure 39, groove 2 is symmetrical arranged along the axis of basin sidewall 5.

Feature of the present invention is that also described groove 2 has the nestable tapering of vertical concave cross section groove.As shown in figure 38, groove 2 has nestable tapering, and tapering is the three-dimensional tapering, makes the groove of groove 2 big up and small down shapes.

Feature of the present invention is that also tapering is the three-dimensional tapering.As shown in figure 38, groove 2 has nestable tapering, and tapering is the three-dimensional tapering, makes the groove of groove 2 big up and small down shapes.

Feature of the present invention is that also described U-lag trough floor 37 has vertical introversion tapering.As shown in figure 38, U-lag trough floor 37 has vertical introversion tapering.

Feature of the present invention is that also described U-lag groove side plate 30,32 vertically has the inclination tapering.As shown in figure 38, U-lag groove left plate 30, groove right plate 32 vertically have the inclination tapering.

Feature of the present invention is that also described groove side plate 30,32 has the tapering of outwards pushing aside.As shown in figure 38, groove left plate 30, groove right plate 32 have the tapering of outwards pushing aside, make the U-lag notch wider than trough floor 37.

Feature of the present invention also is to be provided with on the described basin base plate U-lag groove endplate 34, vertical U-lag is not established groove median septum 39.As shown in figure 11, be provided with U-lag groove endplate 34 on the basin base plate, vertical U-lag is not established groove median septum 39.

Feature of the present invention is that also described reinforcing rib 7 is the fish tail reinforcing rib, and its fish tail is arranged at the arc wall place that basin base plate 4 and basin sidewall 5 intersect.As shown in figure 11, reinforcing rib 7 is the fish tail reinforcing rib, and its fish tail is arranged at the arc wall place that basin base plate 4 and basin sidewall 5 intersect.

Feature of the present invention is that also the intersection of described reinforcing rib 7 is set to arc angle 8.As shown in figure 47, the intersection of reinforcing rib 7 is set to arc angle 8.

Feature of the present invention is that also the rotation angle position of described groove 2 is provided with arc angle 8.As shown in figure 38, the rotation angle position of groove 2 is provided with arc angle 8.

Feature of the present invention is that also the width of the described reinforcing rib 7 that is connected with groove 2 back sides is greater than the width of the reinforcing rib 7 of other positions settings.The width of the reinforcing rib 7 that is connected with groove 2 back sides as shown in figure 47, is greater than the width of the reinforcing rib 7 of other positions settings.

Feature of the present invention also is to be provided with one, two, the groove more than three or three 2 on the described same basin sidewall 5, and a plurality of grooves 2 are symmetrical arranged along the axis of set sidewall.As shown in figure 12, be provided with three grooves 2 on the same basin sidewall 5, groove 2 is symmetrical arranged along the axis of set sidewall; As shown in figure 43, be provided with three grooves 2 on the same basin sidewall 5, groove 2 is symmetrical arranged along the axis of set sidewall.

Feature of the present invention is that also four rotation angle positions of described toss 3 are arc angle 8.As shown in figure 12, four of toss 3 rotation angle positions are arc angle 8.

Feature of the present invention is that also the outer side edges of described toss 3 and the outer side edges of basin sidewall 5 be arranged in parallel.As shown in figure 12, the outer side edges of the outer side edges of toss 3 and basin sidewall 5 be arranged in parallel.

Feature of the present invention is that also described reinforcing rib 7 is solid or hollow reinforcing rib.As shown in figure 12, reinforcing rib 7 is solid reinforcing rib.

Feature of the present invention is that also described basin sidewall 5 and the rotation angle position of basin base plate 4 are set to arc angle 8, chamfering 9 or inner corner trim 10.Shown in Figure 15,16, basin sidewall 5 is set to arc angle 8 with the rotation angle position of basin base plate 4; As shown in figure 13, basin sidewall 5 is set to chamfering 9 with the rotation angle position of basin base plate 4; As shown in figure 14, basin sidewall 5 is set to inner corner trim 10 with the rotation angle position of basin base plate 4; Such as Figure 15,16, be provided with groove reinforcing band 43 in the intersection area of vertical groove 2 and toss 3.

Feature of the present invention also be toss 3 be provided with the protruding nail 11 of sealing or/and sealing bulge loop 12 or/and sealing scrobicular ring 13.As shown in figure 15, be provided with the protruding nail 11 of sealing and sealing bulge loop 12 in toss 3; As shown in figure 16, be provided with sealing bulge loop 12 in toss 3; As shown in figure 17, be provided with sealing scrobicular ring 13 in toss 3; In Figure 15,16, groove 2 is provided with groove reinforcing band 43 with the binding site of toss 3.

Feature of the present invention is that also described basin-shaped component 1 forms by two or more basin-shaped components are nestable.Such as figure as shown in figure 18, basin-shaped component 1 is by two nestable forming of basin-shaped component; Shown in Figure 19, a plurality of basin-shaped component 1 is together nestable.

Feature of the present invention also is to be provided with bed hedgehopping spare 48 between described two basin-shaped components 1.As shown in figure 34, be provided with bed hedgehopping spare 48 between two basin-shaped components 1, be provided with equally bed hedgehopping spare 48 between hole pipe 27, be provided with reinforcing rib 7 in the top basin-shaped component 1, following basin-shaped component does not arrange reinforcing rib 7.

Feature of the present invention is that also the basin-shaped component 1 of described two fastenings is outside equipped with cutting ferrule 14, and cutting ferrule 14 becomes hollow mold with the concrete that two basin-shaped component 1 bandings form sealing.As shown in Figure 4, the basin-shaped component 1 of two fastenings is outside equipped with cutting ferrule 14, and cutting ferrule 14 becomes hollow mold with the concrete that two basin-shaped component 1 bandings form sealing, and cutting ferrule is the band groove cutting ferrule of ring shape, is provided with reinforcing rib 7 in the upper and lower basin-shaped component 1.

Feature of the present invention also is between the basin-shaped component 1 of described two fastenings by splicing, riveted joint, welding, nailing, order pin, buckle, male and female groove or hook connecting is connected into integral body.As shown in Figure 5, connect into integral body by splicing between the basin-shaped component 1 of two fastenings.

The basin-shaped component 1 that feature of the present invention also is two fastenings by toss 3 splicing, riveted joint, welding, nailing, order pin, buckle, male and female groove or hook connecting and be connected into integral body.As shown in Figure 6, the basin-shaped component 1 of two fastenings connects into integral body by bolt 29 is set in the toss 3, and bolt 29 is arranged in the through hole 6 in the toss 3, also is provided with sealing raised line 44 in toss 3, and sealing raised line 44 is subsection setup in toss 3.

Feature of the present invention also is to be provided with at least one bracing boom 20 or a slice stiffening rib 21 or be provided with simultaneously both at least in basin-shaped component 1, bracing boom 20 can for hollow, also can be solid with stiffening rib 21.As shown in figure 20, be provided with a bracing boom 20 in basin-shaped component 1, rod member is solid rod member; As shown in figure 21, be hollow reinforced bar at the bracing boom 20 of basin-shaped component 1 interior setting, when carrying, can hollow reinforced bar is together nestable; As shown in figure 22, be provided with a slice stiffening rib 21 in basin-shaped component 1, stiffening rib is solid stiffening rib.

Feature of the present invention also is to be provided with at least one reinforcing ring 22 in basin-shaped component 1, reinforcing ring 22 is steel plate ring, concrete ring, hard plastic ring, wooden ring, porcelain ring or cement mortar ring.As shown in figure 23, be provided with a reinforcing ring 22 in basin-shaped component 1, reinforcing ring 22 is the cement mortar ring, is provided with reinforce 23 in the outside of basin base plate 4, and reinforce 23 is fleece, and reinforce 23 can also be gauze wire cloth, steel mesh reinforcement, fibre etc.

Feature of the present invention also is to be provided with reinforce 23 in the wall body inner clip of basin-shaped component 1, and reinforce 23 is that gauze wire cloth, steel mesh reinforcement, fibre, fleece or its combination arrange.As shown in figure 24, be provided with reinforce 23 in the wall body inner clip of basin-shaped component 1, reinforce 23 is fleece, and fish tail reinforcing rib 7 is arranged on the trough floor 37 of upper notch 38 of vertical groove 2.

Feature of the present invention also is also to be provided with on the basin-shaped component 1 ends floating member 24, and ending floating member 24 is iron wire, rope, steel wire, plastic tape or rubber strip.As shown in figure 25, also be provided with on the sidewall 5 of basin-shaped component 1 and end floating member 24, ending floating member 24 is iron wire.

Feature of the present invention also is to become hollow mold that at least three spikes 25 are arranged at concrete.As shown in figure 26, become hollow mold that four spikes 25 are arranged at concrete, and be provided with transverse concave groove 35 at basin base plate 4, and be provided with reinforcing rib 7 between each groove, transverse concave groove 35 is the cross setting, and wherein a transverse concave groove 35 disconnects in the intersection with another transverse concave groove 35.

Feature of the present invention also is to be filled with light-weight filler 26 in basin-shaped component 1, light-weight filler 26 is the foam pellet of foam-plastic blocks, expanded pearlite sillar, expanded vermiculite piece, foaming or Aerated Concrete piece, Ceramsite Concrete piece, straw husk cementitious materials piece, charcoal concrete piece or cementing.As shown in figure 27, at the basin-shaped component 1 interior light-weight filler 26 that all is filled with, light-weight filler 26 is foam-plastic blocks.

The shape of cross section that feature of the present invention also is basin-shaped component 1 for circular, oval, square, arc angle is square or chamfering is square.As shown in figure 28, the shape of cross section of basin-shaped component 1 is square, and toss 3 is extended with reinforce 19.

Feature of the present invention also is basin-shaped component 1 perforated pipe 27.As shown in figure 28, basin-shaped component 1 arranges perforated pipe 27.

Feature of the present invention also is to be provided with on the basin-shaped component 1 through hole 6 of cover plate 28.As shown in figure 29, be provided with the through hole 6 of cover plate 28 on the basin-shaped component 1, and be provided with transverse concave groove 35 at basin base plate 4, and be provided with reinforcing rib 7 between each groove, transverse concave groove 35 is the cross setting, wherein a transverse concave groove 35 disconnects in the intersection with another transverse concave groove 35, also is provided with groove median septum 39 in transverse concave groove 35.

As shown in figure 30, two composite core formwork connect as one by a spacer draw piece 49, between spacer draw piece 49 be arranged in the through hole 6 that groove 2 and toss 3 intersection areas arrange, it not only plays the effect that a spacer draws in two composite core formwork, also played up and down two effects that basin-shaped component is connected as a single entity of connection, a spacer draw piece 49 is reinforcing bar.

As shown in figure 31, also be provided with on a spacer draw piece 49 and end floating part 24, ending floating part 24 and a spacer draw piece 49 can be split, can be one also, and the only floating part 24 among this figure is to be hooked on the spacer draw piece 49.

Shown in figure 32, be provided with spike 25, transverse concave groove 35 at basin base plate 4, and be provided with reinforcing rib 7 between each groove, transverse concave groove 35 is the cross setting, wherein transverse concave groove 35 is managed the disconnection of 27 places with another transverse concave groove 35 in the hole, trough floor at transverse concave groove 35 also is provided with reinforcement 42 37 times, and reinforcement 42 is for strengthening ironware.

As shown in figure 33, be provided with transverse concave groove 35 at basin base plate 4, transverse concave groove 35 is the cross setting, wherein a transverse concave groove 35 is managed the disconnection of 27 places with another transverse concave groove 35 in the hole, groove end place at transverse concave groove 35 is provided with groove endplate 34, be provided with reinforcement 42 below the groove endplate 34 that arranges at the lower notch place of vertical groove 2 and the dividing plate toss 40, reinforcement 42 is iron plate.

As shown in figure 34, two basin-shaped components 1 relatively fasten and form enclosed cavity, are provided with reinforcing rib 7 in the top basin-shaped component 1, and following basin-shaped component 1 does not arrange reinforcing rib 7, is being provided with bed hedgehopping spare 48 between two basin-shaped components 1 up and down.

As shown in figure 35, the center of the basin base plate 4 of basin-shaped component 1 arranges perforated pipe 27, hole pipe 27 is the tubular holes of loudspeaker, the lower limb of hole 27 arranges toss 3, in toss 3, also be provided with sealing bulge loop 12, the toss 3 that arranges at basin sidewall 5 is provided with sealing bulge loop 12, and vertical groove 2 is lower little large horn mouth groove.

As shown in figure 36, the lower limb of hole pipe 27 arranges toss 3, also is provided with sealing bulge loop 12 in toss 3.

As shown in figure 37, the toss 3 that arranges at basin sidewall 5 is provided with sealing bulge loop 12.

As shown in figure 38, transverse concave groove 35 is managed 27 annular array interval miter angles and is distributed on the basin base plate 4 along the hole, and is provided with groove median septum 39 in each transverse concave groove 35, and transverse concave groove 35 groove ports are excessive along the tube wall enlarging camber line of sidewall and hole pipe 27.

As shown in figure 39, transverse concave groove 35 is managed 27 annular array interval miter angles and is distributed on the basin base plate 4 along the hole, and is provided with groove median septum 39 in each transverse concave groove 35.

As shown in figure 40, the cross sectional shape of transverse concave groove 35 middle slot median septums 39 is trapezoidal.

As shown in figure 41, transverse concave groove 35 is managed 27 intersection areas with basin sidewall 5, vertical groove 2 and hole and is provided with reinforcing rib 7, is provided with groove median septum 39 in transverse concave groove 35, and the cross section of groove median septum 39 is the trapezoid cross section.

As shown in figure 42, transverse concave groove 35 is managed 27 annular array interval miter angles and is distributed on the basin base plate 4 along the hole, and is provided with groove median septum 39 in each transverse concave groove 35, and vertical groove 2 is taper hole 36 with the through hole 6 that toss 3 intersection areas arrange.

As shown in figure 43, transverse concave groove 35 is managed 27 annular array interval miter angles and is distributed on the basin base plate 4 along the hole, and transverse concave groove 35 is managed 27 intersection areas with basin sidewall 5, vertical groove 2 and hole and is provided with reinforcing rib 7.

As shown in figure 44, the reinforcing rib 7 of the relevant position of vertical groove 2 setting is wider than the width of the reinforcing rib 7 at other positions.

As shown in figure 45, also be provided with the protruding nail 11 of sealing, sealing bulge loop 12 in the toss that arranges on the hole pipe 27.

As shown in figure 46, in the center of basin base plate 4 perforated pipe 27 is set, is provided with sealing bulge loop 12 and the protruding nail 11 of sealing in the toss 3 of hole pipe 27, be provided with the protruding nail of sealing in basin toss 3, the protruding nail of sealing is distributed in the toss 3, also is provided with sealing bulge loop 12 in toss 3.

As shown in figure 47, the width of the reinforcing rib 7 of the relevant position of vertical groove 2 setting is greater than the width of the reinforcing rib of other positions settings.

As shown in figure 48, the center of the basin base plate 4 of basin-shaped component 1 arranges perforated pipe 27, hole pipe 27 is the tubular holes of loudspeaker, the lower limb of hole 27 arranges toss 3, in toss 3, also be provided with sealing bulge loop 12, the toss 3 that arranges at basin sidewall 5 is provided with sealing bulge loop 12, and vertical groove 2 is lower little large horn mouth groove.

As shown in figure 49, the lower limb of hole pipe 27 arranges toss 3, also is provided with sealing bulge loop 12 in toss 3.

As shown in figure 50, the toss 3 that arranges at basin sidewall 5 is provided with sealing bulge loop 12.

Shown in Figure 51, transverse concave groove 35 is managed 27 annular array interval miter angles and is distributed on the basin base plate 4 along the hole, and is provided with groove median septum 39 in each transverse concave groove 35, and transverse concave groove 35 groove ports are excessive along the tube wall enlarging camber line of sidewall and hole pipe 27.

Shown in Figure 52, transverse concave groove 35 is managed 27 annular array interval miter angles and is distributed on the basin base plate 4 along the hole.

Shown in Figure 53, the cross sectional shape of transverse concave groove 35 middle slot median septums 39 is trapezoidal.

Shown in Figure 54, transverse concave groove 35 is managed 27 intersection areas with basin sidewall 5, vertical groove 2 and hole and is provided with reinforcing rib 7, is provided with groove median septum 39 in transverse concave groove 35, and the cross section of groove median septum 39 is the trapezoid cross section.

Shown in Figure 55, transverse concave groove 35 is managed 27 annular array interval miter angles and is distributed on the basin base plate 4 along the hole, and is provided with groove median septum 39 in each transverse concave groove 35, and vertical groove 2 is taper hole 36 with the through hole 6 that toss 3 intersection areas arrange.

Shown in Figure 56, transverse concave groove 35 is managed 27 annular array interval miter angles and is distributed on the basin base plate 4 along the hole, and transverse concave groove 35 is managed 27 intersection areas with basin sidewall 5, vertical groove 2 and hole and is provided with reinforcing rib 7.

Shown in Figure 57, the reinforcing rib 7 that the relevant position of vertical groove 2 arranges is wider than the width of the reinforcing rib 7 at other positions.

Shown in Figure 58, also be provided with the protruding nail 11 of sealing, sealing bulge loop 12 in the toss that arranges on the hole pipe 27.

Shown in Figure 59, in the center of basin base plate 4 perforated pipe 27 is set, is provided with sealing bulge loop 12 and the protruding nail 11 of sealing in the toss 3 of hole pipe 27, be provided with the protruding nail of sealing in basin toss 3, the protruding nail of sealing is distributed in the toss 3, also is provided with sealing bulge loop 12 in toss 3.

Shown in Figure 60, the width of the reinforcing rib 7 that the relevant position of vertical groove 2 arranges is greater than the width of the reinforcing rib of other positions settings.

Shown in Figure 61, be provided with 2 vertical grooves 2 on each basin sidewall 5, be provided with transverse concave groove 35 at basin base plate 4, in transverse concave groove 35, be provided with groove median septum 39.

Figure 62,63 is the sectional schematic diagram of transverse concave groove 35, and Figure 62 represents that transverse concave groove 35 is the groove of single face depression, and Figure 63 represents the Baltimore groove of the concavo-convex correspondence of wall.

Figure 64,65 is the sectional schematic diagram of vertical groove 2, and Figure 64 represents that vertical groove 2 is the groove of single face depression, and Figure 65 represents the Baltimore groove of the concavo-convex correspondence of wall.

Fig. 4 is the schematic diagram that is applied to the member in the floor to accompanying drawing shown in Figure 65.

Claims (44)

1. One kind cast-in-place concrete cored, include Cast-in-place concrete (54), core (55), core (55) is wrapped up in and is contained in the Cast-in-place concrete (54), form the basin-shaped component (1) of core (55) by basin base plate (4), basin sidewall (5) consists of, be provided with vertical groove (2) on the basin sidewall (5), on basin-shaped component (1), also be provided with toss (3), core (55) is close to or alternately each other, be in-place concret rib (52) each other, Cast-in-place concrete has formed Cast-in-place concrete muscle (53) at vertical groove (2) position, it is characterized in that two basin-shaped components (1) fasten the formation enclosed cavity relatively, in the centre of basin-shaped component (1) perforated pipe (27) is set, Cast-in-place concrete has formed Cast-in-place concrete pier or post (56) at pipe (27) position, hole, have reinforcing rib (7) to arrange around pipe (27) mouth of pipe of hole on the described basin base plate (4), described reinforcing rib (7) is connected with the back side of vertical groove (2).
2. 2. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that cast-in-place concrete coredly being provided with Cast-in-place concrete upper plate (50) or Cast-in-place concrete lower plate (51) or being provided with simultaneously Cast-in-place concrete upper plate (50) and Cast-in-place concrete lower plate (51) or Cast-in-place concrete upper plate (50) and Cast-in-place concrete lower plate (51) all are not set simultaneously.
3. 3. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that two hole pipes (27) dock in the amalgamation of basin port part.
4. 4. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that hole pipe (27) is arc line shaped oviduct or fold-line-shaped oviduct or step oviduct.
5. 5. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that two hole pipes (27) link into an integrated entity by hollow section (49).
6. 6. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that being provided with toss (3) in the pipe at the tip of hole pipe (27).
7. 7. according to claim 6 a kind of cast-in-place concrete cored, it is characterized in that in the pipe of setting in hole pipe (27) that toss (3) is provided with the protruding nail of sealing (11) or/and sealing bulge loop (12) or/and sealing scrobicular ring (13).
8. 8. according to claim 6 a kind of cast-in-place concrete cored, it is characterized in that toss (3) is provided with through hole (6) in hole pipe (27) pipe.
9. 9. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that being provided with tube wall groove (2) at the tube wall of hole pipe (27).
10. 10. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that described vertical groove (2) and toss (3) are crossing.
11. 11. according to claim 10 a kind of cast-in-place concrete cored, it is characterized in that described vertical groove (2) and the intersection area of toss (3) are provided with through hole (6).
12. 12. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that at basin sidewall (5) or/and hole pipe (27) is provided with reinforcing rib (7).
13. 13. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that described toss (3) is the toss of ring shape.
14. 14. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that described vertical groove (2) is the channel section groove.
15. 15. according to claim 14 a kind of cast-in-place concrete cored, it is characterized in that described channel section groove is provided with groove endplate (34).
16. 16. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that described vertical groove (2) is symmetrical arranged along the axis of basin sidewall (5).
17. 17. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that described vertical groove (2) has the nestable tapering of vertical concave cross section groove.
18. 18. according to claim 17 a kind of cast-in-place concrete cored, it is characterized in that described tapering is the three-dimensional tapering.
19. 19. according to claim 14 a kind of cast-in-place concrete cored, it is characterized in that the trough floor (37) of channel section groove has vertical introversion tapering.
20. 20. according to claim 14 a kind of cast-in-place concrete cored, it is characterized in that the groove side plate (30,32) of channel section groove vertically has the inclination tapering.
21. 21. according to claim 20 a kind of cast-in-place concrete cored, it is characterized in that groove side plate (30,32) has the tapering of outwards pushing aside.
22. 22. according to claim 14 a kind of cast-in-place concrete cored, it is characterized in that being provided with channel section groove groove endplate (34) on the described basin base plate, the channel section groove is not established groove median septum (39).
23. 23. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that described reinforcing rib (7) is the fish tail reinforcing rib.
24. 24. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that the intersection of described reinforcing rib (7) is set to arc angle (8).
25. 25. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that the rotation angle position of described vertical groove (2) is provided with arc angle (8).
26. 26. arbitrary claim is described a kind of cast-in-place concrete cored in 25 according to claim 1, it is characterized in that being provided with on the same basin sidewall (5) one, the vertical groove (2) more than two or three, a plurality of vertical grooves (2) are symmetrical arranged along the axis of set sidewall.
27. 27. arbitrary claim is described a kind of cast-in-place concrete cored in 25 according to claim 1, it is characterized in that four rotation angle positions of the upper toss (3) that arranges of described basin-shaped component (1) are arc angle (8).
28. 28. arbitrary claim is described a kind of cast-in-place concrete cored in 25 according to claim 1, it is characterized in that the outer side edges of the upper toss (3) that arranges of described basin-shaped component (1) and the outer side edges of basin sidewall (5) be arranged in parallel.
29. 29. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that described reinforcing rib (7) is solid or hollow reinforcing rib.
30. 30. arbitrary claim is described a kind of cast-in-place concrete cored in 25 according to claim 1, it is characterized in that basin sidewall (5) and the rotation angle position of basin base plate (4) are set to chamfering (9) or inner corner trim (10).
31. 31. arbitrary claim is described a kind of cast-in-place concrete cored in 25 according to claim 1, it is characterized in that the toss (3) that basin-shaped component (1) arranges be provided with the protruding nail of sealing (11) or/and sealing bulge loop (12) or/and sealing scrobicular ring (13).
32. 32. arbitrary claim is described a kind of cast-in-place concrete cored in 25 according to claim 1, it is characterized in that described basin-shaped component (1) forms by plural basin-shaped component is nestable.
33. 33. arbitrary claim is described a kind of cast-in-place concrete cored in 25 according to claim 1, it is characterized in that being provided with between two basin-shaped components (1) bed hedgehopping spare (48).
34. 34. arbitrary claim is described a kind of cast-in-place concrete cored in 25 according to claim 1, the basin-shaped component (1) that it is characterized in that two fastenings is outside equipped with cutting ferrule (14), and cutting ferrule (14) forms two basin-shaped components (1) banding the core (55) of sealing.
35. 35. arbitrary claim is described a kind of cast-in-place concrete cored in 25 according to claim 1, it is characterized in that between the basin-shaped component (1) of two fastenings by splicing, riveted joint, welding, nailing, orders pin, buckle, male and female groove or hook connecting and be connected into integral body.
36. 36. arbitrary claim is described a kind of cast-in-place concrete cored in 25 according to claim 1, the basin-shaped component (1) that it is characterized in that two fastenings by upper toss (3) splicing, riveted joint, welding, the nailing that arranges of basin-shaped component (1), order pin, buckle, male and female groove or hook connecting and be connected into integral body.
37. 37. arbitrary claim is described a kind of cast-in-place concrete cored in 25 according to claim 1, it is characterized in that being provided with in basin-shaped component (1) at least one bracing boom (20) or a slice stiffening rib (21) or be provided with simultaneously both at least.
38. 38. arbitrary claim is described a kind of cast-in-place concrete cored in 25 according to claim 1, it is characterized in that being provided with in basin-shaped component (1) at least one reinforcing ring (22), reinforcing ring (22) is steel plate ring, concrete ring, hard plastic ring, wooden ring, porcelain ring or cement mortar ring.
39. 39. arbitrary claim is described a kind of cast-in-place concrete cored in 25 according to claim 1, it is characterized in that being provided with reinforce (23) in the wall body inner clip of basin-shaped component (1), reinforce (23) is that gauze wire cloth, steel mesh reinforcement, fibre, fleece or its combination arrange.
40. 40. arbitrary claim is described a kind of cast-in-place concrete cored in 25 according to claim 1, it is characterized in that also being provided with on the basin-shaped component (1) ending floating member (24), ending floating member (24) is iron wire, rope, steel wire, plastic tape or rubber strip.
41. 41. arbitrary claim is described a kind of cast-in-place concrete cored in 25 according to claim 1, it is characterized in that at core (55) at least three spikes (25) being arranged.
42. 42. arbitrary claim is described a kind of cast-in-place concrete cored in 25 according to claim 1, it is characterized in that being filled with in basin-shaped component (1) light-weight filler (26), light-weight filler (26) is the foam pellet of foam-plastic blocks, expanded pearlite sillar, expanded vermiculite piece, foaming or Aerated Concrete piece, Ceramsite Concrete piece, straw husk cementitious materials piece, charcoal concrete piece or cementing.
43. 43. arbitrary claim is described a kind of cast-in-place concrete cored in 25 according to claim 1, the shape of cross section that it is characterized in that basin-shaped component (1) is for circular, oval, square or chamfering is square.
44. 44. arbitrary claim is described a kind of cast-in-place concrete cored in 25 according to claim 1, it is characterized in that being provided with on the basin-shaped component (1) through hole (6) of cover plate (28).

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