CN1912282A - Hollow component - Google Patents

Abstract

A cavity component includes cavity die shell and base plate. It is featured as connecting said shell with said base plate to form an integral unit, arranging at least two said shells on base plate alternatively, using adjacent cavity die shell side surfaces being set on base plate in opposite way and base plate to form internal-rib die cavity with at least one cast-in-place structure as well as using cavity die shell the other external side surfaces being not set in opposite way to form external-rib side template of cast-in-place structure, sandwiching at least one prestress rib in base plate and exposing them at front end of base plate.

Description

A kind of Cavity structural member

The application is that June 24, application number in 2003 are that 03146761.X, name are called the dividing an application of application for a patent for invention of " a kind of Cavity structural member " for the applying date.

(1) technical field

The present invention relates to a kind of Cavity structural member.

(2) background technology

Advantages such as at present, the building of brick mix structure and reinforced concrete structure major part adopts precast hollow slab as floor structure, and it is fast that this floor structure has speed of application, and cost is low.But, only use the cement mortar joint filling, thereby globality is poor, is unfavorable for antidetonation, and phenomenons such as slit cracking, infiltration often occur owing to firmly do not link between adjacent two precast hollow slabs.In order to address the above problem, a lot of building have adopted the method for Cast-in-place concrete floor (solid, hollow), though solved antidetonation and problems of crack, will use template in a large number during construction, have not only increased expense, and have slowed down speed of application, have prolonged the duration.Application number is " a kind of combination concrete rib floor structure " utility model patent of 00203695.9, it is made up of prefabricated plate, formwork, dark rib, upper plate, each prefabricated plate is placed at interval, on prefabricated plate, be fixed with formwork, be provided with dark rib between contiguous prefabricated thin plate or the formwork, upper plate covers on the formwork, and connects as one with dark rib.Though this floor structure can be saved a large amount of templates, accelerate construction progress, but because formwork is what to separate with prefabricated plate, its strength and stiffness are corresponding relatively poor, thereby the problem that exists formwork easily to break, simultaneously, formwork is fixed on and does not relate to concrete fixed form on the prefabricated plate, thereby fixed in place is difficult.And the patent No. is 93206310.1 shuttering member utility model patent, it constitutes hollow mould shell by sidewall and formwork upper plate and is connected to form totally-enclosed cavity polyhedral structure with lower shoe again, prefabricated ribs is arranged in it, during use member is placed on the supporter of floor gap, formation bonded to one another is whole between cast-in-place main rib, the shuttering member.When this kind member uses, be a kind of prefabricated noggin piece purely, the ribs in the die housing only is used to support formwork, can not participate in the whole stressed of superstructure.And when being applied in than the large spatial structure superstructure, its stress performance is also phase strain differential thereupon, do not have time rib between the cast-in-place main rib and connect, thereby make the size of main rib need the phase strain big, or the quantity of main rib increases, and causes material usage to increase, and cost increases.For this reason, the applicant has applied for that November 15 calendar year 2001 publication number is that CN1349028A, name are called " a kind of Comobined ribbed cavity member for spatial structure roof " patent of invention, its disclosed Cavity structural member includes formwork and structure base plate, hollow mould shell and structure base plate connect into integral body, it is characterized in that having 2 hollow mould shells on the structure base plate at least alternately, its side and structure base plate constitute at least one cast-in-place structural time rib die cavity, and other lateral surface of hollow mould shell constitutes the side template of cast-in-place structural main rib or beam or wall.Like this, because on the prior art basis, at least 2 hollow mould shells and at least 1 cast-in-place structural time rib die cavity is arranged on the structure base plate, on the structure base plate, just can form the inferior rib of cast-in-place structure, fellowship structure base plate, main rib, upper plate stressed, form two-way main rib time rib force structure, not only solve problems of the prior art, but also further improved overall performance, the anti-seismic performance of superstructure, reduced the thickness of superstructure, alleviate dead load, reduced cost.But this Cavity structural member is in carrying, construction and long-term use, and its structure base plate is prone to the phenomenon that fractures, thereby the breakage rate of Cavity structural member is big, carrying, construction inconvenience have increased construction cost, simultaneously, use the back if crack, then influence the presentation quality of superstructure ceiling.For this reason, develop a kind of novel Cavity structural member for being badly in need of.

(3) summary of the invention

The object of the present invention is to provide a kind of Cavity structural member, have characteristics such as intensity height, non-frangibility, carrying, easy construction.

Solution of the present invention is on the basis of existing technology, include hollow mould shell and base plate, hollow mould shell and base plate connect into integral body, have 2 hollow mould shells on the base plate at least alternately, the side that is oppositely arranged of the adjacent cavities formwork on its base plate and base plate constitute at least one cast-in-place structural internal-rib die cavity, the lateral surface that other of hollow mould shell is not oppositely arranged constitutes the side template of cast-in-place structural external fin or beam or wall, it is characterized in that accompanying in the base plate at least one presstressed reinforcing steel, presstressed reinforcing steel exposes from the base plate termination.Like this, owing to accompany at least one presstressed reinforcing steel in base plate, thereby the intensity of Cavity structural member and rigidity are bigger, shock resistance is better, and its structure base plate is frangibility more not, and carrying is more convenient with construction, simultaneously, use back superstructure crack resistance good, be difficult for cracking, can not influence the presentation quality of superstructure ceiling, simultaneously, because presstressed reinforcing steel exposes from the base plate termination, helps improving the globality of superstructure, thereby reaches purpose of the present invention; In addition, Cavity structural member also has characteristics such as simple in structure, easily manufactured, that cost is low, is applicable to that hollow building cover, roof system, sole plate, body of wall and the hollow bridges of cast-in-situ reinforced concrete or prestressed reinforced concrete used, and is specially adapted to hollow arch without beam and uses.

Feature of the present invention is that also described presstressed reinforcing steel exposes from strip base plate two ends.

Feature of the present invention is that also described presstressed reinforcing steel is prestressed reinforcement or steel strand.Like this, accompany prestressed reinforcement or steel strand in the base plate, made things convenient for design and construction unit to select for use, improved the impact strength and the rupture strength of Cavity structural member greatly.

Feature of the present invention is that also described presstressed reinforcing steel is parallel, quadrature, grade separation or oblique setting.Like this, when Cavity structural member was applied to cast-in-situ concrete hollow floor, its presstressed reinforcing steel was provided with variation, can satisfy the needs of various different occasions.

Feature of the present invention is that also described base plate is provided with reinforcing rib.Like this, the setting of reinforcing rib has improved the intensity and the rigidity of base plate greatly, makes Cavity structural member have better mechanical property.

Feature of the present invention is that also described presstressed reinforcing steel is arranged on the reinforcing rib position.Like this, presstressed reinforcing steel is arranged at the reinforcing rib position, can guarantees can not damage base plate to tension of prestressed tendon the time, simultaneously, but the thickness at other position of attenuate base plate is saved material, weight reduction.

Feature of the present invention is that also the spacing in the described cast-in-place structural internal-rib die cavity changes.Like this, the spacing in its cast-in-place structural internal-rib die cavity is the Cavity structural member that changes, and can satisfy different design and construction needs.

Feature of the present invention also is shape, the size difference of described hollow mould shell.Like this, the shape of hollow mould shell, size difference can satisfy the different designs needs of cast-in-situ concrete hollow floor.

Feature of the present invention also is to contain reinforce at least one of hollow mould shell or base plate, and reinforce is at least a in reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, expanded metal lath, fiber, fleece or cloth, metal foil band, braid over braid or the strap.Like this, being provided with the hollow mould shell of reinforce or the intensity of base plate has obtained improving greatly, simultaneously, the diversity of reinforce material, reinforce selects for use when being convenient to hollow mould shell production, help reducing production costs, but also can improve the rupture strength and the rigidity of base plate greatly, make it be not easy to fracture or destruction.

Feature of the present invention is that also described reinforce exposes from least one of hollow mould shell or base plate.

Feature of the present invention is that also described base plate exposes reinforce and stretches in the cast-in-place structural internal-rib die cavity.Like this, when Cavity structural member is applied in the cast-in-situ concrete hollow floor, exposes reinforce and stretch in the internal-rib die cavity and be bonded to integral body, can improve the intensity of Cast-in-place concrete internal-rib, help improving the globality of superstructure with Cast-in-place concrete.

Feature of the present invention is that also the reinforce in the described hollow mould shell passes at least one internal-rib die cavity plural hollow mould shell is linked.Like this, by the binding of reinforce, improved the overall performance of Cavity structural member greatly.

Feature of the present invention also is on the described reinforce that passes the internal-rib die cavity activity is arranged or fixedly apply arbitrarily.Like this, when Cavity structural member is applied in the cast-in-situ concrete hollow structure, can effectively guarantee reinforce unlikely damage in work progress, also play the strut effect simultaneously.

Feature of the present invention is that also the thin band reinforce that the thin band reinforce in the described base plate stretches in the hollow mould shell or in the hollow mould shell stretches in the base plate.Like this, by thin band reinforce stretch into reinforcement by connection mutually, strengthened the bonding strength between hollow mould shell and the base plate, make it to have better overall.

Feature of the present invention is that also fleece or the cloth reinforce in the described hollow mould shell stretches in the base plate, with the cementitious materials formation one in the base plate.Like this, fleece or cloth are connected hollow mould shell with the base plate close adhesion, and its intensity and globality are better.

Feature of the present invention is that also described cast-in-place structural internal-rib die cavity has two when above, their parallel each other or quadrature or oblique or grade separations.Like this, when Cavity structural member is applied in the cast-in-situ concrete hollow floor, can form Cast-in-place concrete time rib parallel to each other or quadrature or oblique or formation grid style, thereby improve the mechanical property of cast-in-situ concrete hollow floor structure.

Feature of the present invention also be described hollow mould shell or base plate at least one be provided with hole.Like this, when Cavity structural member is applied in the cast-in-situ concrete hollow structure, if hollow mould shell is provided with hole, Cast-in-place concrete is pourable goes in the hole, and form the superimposed pier of Cast-in-place concrete or post or rod member, and play and support or the drawknot effect, can effectively improve the mechanical property of concrete hollow-core construction.

Feature of the present invention also is to be provided with in the described internal-rib die cavity at least more than one support draw piece.Like this, improve the overall performance of Cavity structural member greatly, reduced the breakage rate in the handling process.

Feature of the present invention is that also described support draw piece is at least a in bar, pier, plate, sheet, rope or the piece.Like this, the variation of support draw piece material and structure can be satisfied the different designs requirement of product, and can be according to different needs, adopts reasonable manner to connect.

Feature of the present invention also is at least a in the support draw piece that described support draw piece is hollow or solid or porous.Like this, can be according to the design needs, corresponding employing support draw piece hollow or solid or porous rationally solves support and draws the reinforcing problem.

Feature of the present invention is that also described support draw piece is fixed or movable or detachably supports at least a in the draw piece.Like this, movable or dismountable support draw piece can be after Cavity structural member installs, and dismounting is reclaimed, and both can prevent base plate fracture or cracking, and recyclable again secondary uses, and reduces the cost of production of Cavity structural member.

Feature of the present invention also is to be provided with reinforcement in the described hollow mould shell.

Feature of the present invention also is to have in the described hollow mould shell at least one reinforcement to expose.Like this, reinforcement has improved the intensity of Cavity structural member greatly, after exposing reinforcement Cavity structural member being used, forms the in-situ deposited prefabricated reinforcement that combines, and the diversity of reinforcement can form the Cavity structural member of reinforcement in various degree.

Feature of the present invention also is have reinforce to expose in described at least one reinforcement.

Feature of the present invention is that also described reinforcement is bracing boom, stiffener or adds in wringing at least one.

Feature of the present invention is that also described hollow mould shell is provided with pit, groove, inner corner trim, chamfering or its combination, and perhaps also exposing on it has reinforce.Like this, when Cavity structural member is applied in the concrete, pour into the concrete in groove, pit, chamfering, inner corner trim, the hole, formed local Cast-in-place concrete and added competent structure, thereby make structure more reasonable, reinforce is arranged if also expose, then more firm with the Cast-in-place concrete bonding.

Feature of the present invention is that also described hollow mould shell is provided with boss module, raised line, external corner or its combination, and perhaps also exposing on boss module, raised line, the external corner has reinforce.Like this, Cavity structural member has the better application function, can be applicable in the cast-in-situ concrete hollow floor of different occasions.

Feature of the present invention is that also the position that described hollow mould shell contacts with base plate is groove or the groove that reveals reinforce.Like this, when Cavity structural member was applied in the cast-in-situ concrete hollow structure, concrete poured into groove or reveals in the groove of reinforce, base plate and hollow mould shell firmly is mounted in together, and can forms I-shaped Cast-in-place concrete rib, has improved the mechanical property of cast-in-situ concrete hollow structure.

Feature of the present invention is that also the surface of described hollow mould shell is waveform or corrugated or zigzag or plucking or other special-shaped rough surface.Like this, the diversity on hollow mould shell surface can strengthen its external surface greatly, improves the adhesion stress with concrete, simultaneously, in the time of in being applied to the cast-in-situ concrete hollow structure, can build-in be firm better with Cast-in-place concrete.

Feature of the present invention is that also described hollow mould shell is an inversed taper platform shape hollow mould shell.Like this, when Cavity structural member was applied in the cast-in-situ concrete hollow structure, inversed taper platform shape hollow mould shell can form cast-in-place taper type structure, made its force structure more reasonable, can effectively prevent the generation in cast-in-place and prefabricated bonding surface crack simultaneously.

Feature of the present invention is that also described base plate flushes with the lateral surface of hollow mould shell or stretches out bridging piece, or stretches out the bridging piece that reveals reinforce, or inside koro angle, or inwardly contracts and reveal the inner corner trim of reinforce, stretch out or in contract partly for local or all.Like this, when Cavity structural member was applied in the cast-in-situ concrete hollow structure, if be extended with bridging piece, the alternative template of bridging piece reduced cost, and stretched out the bridging piece or the interior koro angle of revealing reinforce, can make base plate and Cast-in-place concrete in conjunction with more firm.

Feature of the present invention also is to have on the described base plate locating structure of the downward tension that connects construction formwork.Locating structure can be draw ring, drag hook, iron wire, spike or other device.Like this, when Cavity structural member was applied in the cast-in-situ concrete hollow structure, locating structure can prevent its come-up, displacement.

Feature of the present invention also is at the cavity inside branch of hollow mould shell or all fills or the stickup light material.Light material can be at least a in foamed plastics, expanded perlite, expanded vermiculite, foaming or aerated light concrete, rock wool, mineral wool, glass wool, haydite or the haydite concrete.Like this, improved the shock resistance of hollow mould shell greatly, reduced breakage rate, had better sound insulation, heat insulation, heat-insulating property simultaneously, the diversity of light material can conveniently be drawn materials, and reduces the cost of production of Cavity structural member.

Feature of the present invention is that also the profile after the combination of described base plate and hollow mould shell is the square bodily form, cuboid, cylindrical, the hexagon bodily form, arc angle polyhedron or many curved bodies shape.Like this, when Cavity structural member was applied in the cast-in-situ concrete hollow structure, the diversity of its profile can satisfy the needs of different structure designs, helped reducing and produced and construction cost.

Feature of the present invention is that also the appearance and size of described Cavity structural member is ascending that gradually change or sudden change; The wide end in the chamber of the thickness of slab of base plate or cast-in-place structural internal-rib die cavity is more relatively large than the other end, to the other end from large to small, gradually or sharp transition to the other end.Like this, when hollow mould shell is applied in the Cast-in-place concrete, can be according to the designing requirement difference of cast-in-situ concrete structure, and adopt above-mentioned Cavity structural member that cast-in-situ concrete structure is done to strengthen in local, to satisfy the needs of design.

Feature of the present invention also be described hollow mould shell and base plate ways of connecting for gluedly is connected, is welded to connect, screw connects, iron wire connects, cutting ferrule connection or global formation.Like this, production has been simplified in the variation of hollow mould shell and base plate connected mode, can both be connected into integral body convenient, simple, fastly.

Feature of the present invention is that also described hollow mould shell is an outward flanging or to the hollow mould shell of in-flanges.Like this, the different requirements that can use in cast-in-situ concrete hollow floor according to hollow mould shell are provided with flanging or in-flanges, and the marginal portion of protection hollow mould shell is not damaged, make use more convenient simple.

Feature of the present invention is that also Cavity structural member is provided with penetration pipe, water pipe or airduct, or is fixed with junction box on the base plate.Like this, after Cavity structural member is applied in the cast-in-situ concrete structure, can lays electric wire very easily and leak water and ventilate.

Feature of the present invention also be described base plate be steel bar concrete, steel mesh reinforcement concrete, gauze wire cloth concrete, from the base plate of stress steel bar concrete, polymer steel bar concrete or wire mesh mortar, the cementitious materials of hollow mould shell is cement, cement mortar, polymer cement, alkali slag cement, ground caustic coal ash cement, sulphate aluminium cement, ferrous aluminate cement, magnesia oxychloride cement, high alumina cement, organic resin glue or combinations thereof, and hollow mould shell, base plate are made with same material or different materials.Like this, the diversity of base plate and hollow mould shell manufacturing materials is drawn materials in the time of can conveniently producing nearby, reduces production costs.

Feature of the present invention is that also the base plate at position, described hollow mould shell place is an open floor.Like this, the base plate opening can alleviate the own wt of Cavity structural member, makes it more light.

Feature of the present invention also is to be provided with between described base plate and the hollow mould shell at least one or more than one spike locating structure.Like this, can make between hollow mould shell and the base plate connect simple, accurately, thereby improved the quality of Cavity structural member, help guaranteeing that Cavity structural member is used after, base plate is consistent with the Cast-in-place concrete layer thickness between the hollow mould shell.

Feature of the present invention is that also described hollow mould shell is provided with the base plate more than two.Like this, Cavity structural member can be manufactured according to designing requirement, satisfies the needs of different mode of occupation.

Feature of the present invention is that also described base plate also is extended with bridging piece.

Feature of the present invention also is to be provided with between described hollow mould shell and the base plate spike locating structure and is attached thereto.Like this, when Cavity structural member was applied in the cast-in-situ concrete hollow structure, the spike locating structure that is provided with between hollow mould shell and the base plate can effectively accurately be controlled the Cast-in-place concrete thickness between hollow mould shell and the base plate, reaches the purpose of quality control.

(4) description of drawings

Fig. 1 is the structural representation of the embodiment of the invention 1.In the accompanying drawing, 1 is hollow mould shell, and 2 is base plate, and 3 is cast-in-place structural internal-rib die cavity, and 4 is lateral surface, and 5 is presstressed reinforcing steel, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, and hollow mould shell 1 and base plate 2 connect into integral body, are provided with many presstressed reinforcing steels 5 in its base plate 2.

Fig. 2 is the structural representation of the embodiment of the invention 2, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its base plate 2 is provided with reinforcing rib 6.

Fig. 3 is the structural representation of the embodiment of the invention 3, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its base plate 2 is provided with many reinforcing ribs 6, and presstressed reinforcing steel 5 is arranged on reinforcing rib 6 positions.

Fig. 4 is the structural representation of the embodiment of the invention 4, a plurality of hollow mould shells 1 divide two rows alternately on base plate 2, form many cast-in-place structural internal-rib die cavitys 3, the spacing that is illustrated as the internal-rib die cavity 3 between the horizontal two evacuation chamber formworks 1 from left to right diminishes gradually.

Fig. 5 is the structural representation of the embodiment of the invention 5, and alternately, the shape of its hollow mould shell 1, size are all inequality on base plate 2 for a plurality of cavity die cavitys 1.

Fig. 6 is the structural representation of the embodiment of the invention 6, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, are provided with many presstressed reinforcing steels 5 in the base plate 2, all contain reinforce 7 in its hollow mould shell 1 and the base plate 2, be illustrated as the reinforce 7 that is provided with in the hollow mould shell 1 and be the metal foil band, reinforce 7 in the base plate 2 is reinforcing bar and metal foil band, simultaneously, also has metal foil band 7 to expose on the hollow mould shell 1.

Fig. 7 is the structural representation of the embodiment of the invention 7, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, metal foil band reinforce 7 in its hollow mould shell 1 passes internal-rib die cavity 3, and adjacent two hollow mould shells 1 are connected.

Fig. 8 is the structural representation of the embodiment of the invention 8, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, it passes to have on the reinforce 7 of internal-rib die cavity 3 fixedly applies arbitrarily 8.

Fig. 9 is the structural representation of the embodiment of the invention 9, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, the thin band reinforce 7 in its base plate 2 stretches in the hollow mould shell 1.

Figure 10 is the structural representation of the embodiment of the invention 10, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, fiber mesh cloth reinforce 7 in its hollow mould shell 1 stretches in the base plate 2, and forms one with cementitious materials in the base plate 2.

Figure 11 is the structural representation of the embodiment of the invention 11, and a plurality of hollow mould shells 1 alternately, form two mutually orthogonal internal-rib die cavitys 3 on base plate 2.

Figure 12 is the structural representation of the embodiment of the invention 12, and a plurality of hollow mould shells 1 alternately, form many internal-rib die cavitys 3 that are parallel to each other on base plate 2.

Figure 13 is the structural representation of the embodiment of the invention 13, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its base plate 2 is provided with a plurality of holes 9.

Figure 14 is the structural representation of the embodiment of the invention 14, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, be provided with a plurality of support draw pieces 10 in its internal-rib die cavity 3.

Figure 15 is the structural representation of the embodiment of the invention 15, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, the support draw piece 10 that is provided with in its internal-rib die cavity 3 is tabular support draw piece.

Figure 16 is the structural representation of the embodiment of the invention 16, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, be provided with a plurality of hollow shaft-like support draw pieces 10 in its internal-rib die cavity 3.

Figure 17 is the structural representation of the embodiment of the invention 17, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, be provided with the dismountable support draw piece 10 of a plurality of activities in its internal-rib die cavity 3.

Figure 18 is the structural representation of the embodiment of the invention 18, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, be provided with reinforcement 11 in its hollow mould shell 1, diagram reinforcement 11 is stiffener and bracing boom.

Figure 19 is the structural representation of the embodiment of the invention 19, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its hollow mould shell 1 is provided with pit 12, groove 13, inner corner trim 14, chamfering 15.

Figure 20 is the structural representation of the embodiment of the invention 20, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its hollow mould shell 1 is provided with boss module 16, raised line 17, external corner 18, and simultaneously, also exposing on the hollow mould shell 1 has metal foil band reinforce 7.

Figure 21 is the structural representation of the embodiment of the invention 21, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, the position that its hollow mould shell 1 contacts with base plate 2 is a groove 13.

Figure 22 is the structural representation of the embodiment of the invention 22, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, the surface of its hollow mould shell 1 is a waveform.

Figure 23 is the structural representation of the embodiment of the invention 23, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its hollow mould shell 1 is an inversed taper platform shape hollow mould shell.

Figure 24 is the structural representation of the embodiment of the invention 24, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its base plate 2 has the limit of stretching out from the outside 4 of hollow mould shell 1, constitutes bridging piece 19, shortens inner corner trim 14 in the another side into.

Figure 25 is the structural representation of the embodiment of the invention 25, four hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, have on its base plate 2 connect construction formwork connect tight locating structure 20 downwards, illustrated position structure 20 is a drag hook.

Figure 26 is the structural representation of the embodiment of the invention 26, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, the inside of its hollow mould shell 1 all is filled with light material 21, and diagram light material 21 is an expanded perlite.

Figure 27 is the structural representation of the embodiment of the invention 27, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, the appearance and size of the Cavity structural member that it constitutes is ascending gradually changing, the changing in the opposite direction of the change direction of base plate 2 and hollow mould shell 1.

Figure 28 is the structural representation of the embodiment of the invention 28, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its hollow mould shell 1 is connected for glued with the connected mode of base plate 2.

Figure 29 is the structural representation of the embodiment of the invention 29, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its hollow mould shell 1 is the hollow mould shell 1 of outward flanging 22.

Figure 30 is the structural representation of the embodiment of the invention 30, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its hollow mould shell 1 is the hollow mould shell 1 to in-flanges 23.

Figure 31 is the structural representation of the embodiment of the invention 31, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its Cavity structural member is provided with penetration pipe 24, water pipe 25, airduct 26, simultaneously, is fixed with junction box 27 on the base plate 2.

Figure 32 is the structural representation of the embodiment of the invention 32, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, the base plate 2 at its position, hollow mould shell 1 place is an open floor.

Figure 33 is the structural representation of the embodiment of the invention 33, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, a plurality of spike locating structures 20 are arranged between its base plate 2 and the hollow mould shell 1.

Figure 34 is the structural representation of the embodiment of the invention 34, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its hollow mould shell 1 is provided with 2 base plates 2, and one of them base plate also stretches out lateral surface 4, forms bridging piece 19.

Figure 35 is the structural representation of the embodiment of the invention 35, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, base plate 2 all stretches out lateral surface 4 and forms toss 19, simultaneously, be provided with spike locating structure 20 between hollow mould shell 1 and the base plate 2, base plate 2 and hollow mould shell 1 are connected as a single entity.

(5) specific embodiment

The present invention is further illustrated below in conjunction with drawings and Examples.

The present invention as shown in drawings, include hollow mould shell 1 and base plate 2, hollow mould shell 1 connects into integral body with base plate 2, have 2 hollow mould shells 1 on the base plate 2 at least alternately, the side that is oppositely arranged of the adjacent cavities formwork 1 on its base plate 2 and base plate 2 constitute at least one cast-in-place structural internal-rib die cavity 3, other lateral surface that is not oppositely arranged 4 of hollow mould shell 1 constitutes the side template of cast-in-place structural external fin or beam or wall, it is characterized in that accompanying in the base plate 2 at least one presstressed reinforcing steel 5, presstressed reinforcing steel 5 exposes from base plate 2 terminations.Fig. 1 is the structural representation of the embodiment of the invention 1.In the accompanying drawing, 1 is hollow mould shell, and 2 is base plate, and 3 is cast-in-place structural internal-rib die cavity, and 4 is lateral surface, and 5 is presstressed reinforcing steel, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, and hollow mould shell 1 and base plate 2 connect into integral body, are provided with many presstressed reinforcing steels 5 in its base plate 2.As Fig. 6, shown in Figure 8, presstressed reinforcing steel 5 exposes from base plate 2 terminations.

Feature of the present invention is that also described presstressed reinforcing steel 5 exposes from strip base plate 2 two ends.As Fig. 6, shown in Figure 8, presstressed reinforcing steel 5 exposes from strip base plate 2 two ends.

Feature of the present invention is that also described presstressed reinforcing steel 5 is prestressed reinforcement or steel strand.As shown in Figure 1, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, and hollow mould shell 1 and base plate 2 connect into integral body, are provided with many presstressed reinforcing steels 5 in the base plate 2, and its presstressed reinforcing steel 5 is steel strand.

Feature of the present invention is that also described presstressed reinforcing steel 5 is parallel, quadrature, grade separation or oblique setting.As shown in Figure 1, its presstressed reinforcing steel 5 is arranged in parallel.

Feature of the present invention is that also described base plate 2 is provided with reinforcing rib 6.Fig. 2 is the structural representation of the embodiment of the invention 2, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its base plate 2 is provided with reinforcing rib 6.

Feature of the present invention is that also described presstressed reinforcing steel 5 is arranged on reinforcing rib 6 positions.Fig. 3 is the structural representation of the embodiment of the invention 3, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its base plate 2 is provided with many reinforcing ribs 6, and presstressed reinforcing steel 5 is arranged on reinforcing rib 6 positions.

Feature of the present invention is that also the spacing in the described cast-in-place structural internal-rib die cavity 3 changes.Fig. 4 is the structural representation of the embodiment of the invention 4, a plurality of hollow mould shells 1 divide two rows alternately on base plate 2, form many cast-in-place structural internal-rib die cavitys 3, the spacing that is illustrated as the internal-rib die cavity 3 between the horizontal two evacuation chamber formworks 1 from left to right diminishes gradually.

Feature of the present invention also is shape, the size difference of described hollow mould shell 1.Fig. 5 is the structural representation of the embodiment of the invention 5, and alternately, the shape of its hollow mould shell 1, size are all inequality on base plate 2 for a plurality of cavity die cavitys 1.

Feature of the present invention also is to contain reinforce 7 at least one of hollow mould shell 1 or base plate 2, and reinforce 7 is at least a in reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, expanded metal lath, fiber, fleece or cloth, metal foil band, braid over braid or the strap.

Feature of the present invention is that also described reinforce 7 exposes from least one of hollow mould shell 1 or base plate 2.Fig. 6 is the structural representation of the embodiment of the invention 6, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, are provided with many presstressed reinforcing steels 5 in the base plate 2, all contain reinforce 7 in its hollow mould shell 1 and the base plate 2, be illustrated as the reinforce 7 that is provided with in the hollow mould shell 1 and be the metal foil band, reinforce 7 in the base plate 2 is reinforcing bar and metal foil band, simultaneously, also has metal foil band 7 to expose on the hollow mould shell 1.

Feature of the present invention is that also described base plate 2 exposes reinforce 7 and stretches in the cast-in-place structural internal-rib die cavity 3.As shown in Figure 6, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its base plate 2 exposes the metal foil band that stretches out in the cast-in-place structural internal-rib die cavity 3.

Feature of the present invention is that also the reinforce 7 in the described hollow mould shell 1 passes at least one internal-rib die cavity 3 plural hollow mould shell 1 is linked.Fig. 7 is the structural representation of the embodiment of the invention 7, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, metal foil band reinforce 7 in its hollow mould shell 1 passes internal-rib die cavity 3, and adjacent two hollow mould shells 1 are connected.

Feature of the present invention also is activity is arranged or fixedly apply arbitrarily 8 on the described reinforce 7 that passes internal-rib die cavity 3.Fig. 8 is the structural representation of the embodiment of the invention 8, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, it passes to have on the reinforce 7 of internal-rib die cavity 3 fixedly applies arbitrarily 8.

Feature of the present invention is that also the thin band reinforce 7 that the thin band reinforce 7 in the described base plate 2 stretches in the hollow mould shell 1 or in the hollow mould shell 1 stretches in the base plate 2.Fig. 9 is the structural representation of the embodiment of the invention 9, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, the thin band reinforce 7 in its base plate 2 stretches in the hollow mould shell 1.

Feature of the present invention is that also fleece or the cloth reinforce 7 in the described hollow mould shell 1 stretches in the base plate 2, with the cementitious materials formation one in the base plate 2.Figure 10 is the structural representation of the embodiment of the invention 10, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, fiber mesh cloth reinforce 7 in its hollow mould shell 1 stretches in the base plate 2, and forms one with cementitious materials in the base plate 2.

Feature of the present invention also is described a kind of Cavity structural member, it is characterized in that described cast-in-place structural internal-rib die cavity 3 has two when above, their parallel each other or quadrature or oblique or grade separations.Figure 11 is the structural representation of the embodiment of the invention 11, and a plurality of hollow mould shells 1 alternately, form two mutually orthogonal internal-rib die cavitys 3 on base plate 2.Figure 12 is the structural representation of the embodiment of the invention 12, and a plurality of hollow mould shells 1 alternately, form many internal-rib die cavitys 3 that are parallel to each other on base plate 2.

Feature of the present invention also be described hollow mould shell 1 or base plate 2 at least one be provided with hole 9.Figure 13 is the structural representation of the embodiment of the invention 13, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its base plate 2 is provided with a plurality of holes 9.

Feature of the present invention also is to be provided with in the described internal-rib die cavity 3 at least more than one support draw piece 10.Figure 14 is the structural representation of the embodiment of the invention 14, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, be provided with a plurality of support draw pieces 10 in its internal-rib die cavity 3.

Feature of the present invention also is at least a in bar, pier, plate, sheet, rope or the piece of described support draw piece 10.Figure 15 is the structural representation of the embodiment of the invention 15, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, the support draw piece 10 that is provided with in its internal-rib die cavity 3 is tabular support draw piece.

Feature of the present invention also is at least a in the support draw piece of hollow or solid or porous of described support draw piece 10.Figure 16 is the structural representation of the embodiment of the invention 16, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, be provided with a plurality of hollow shaft-like support draw pieces 10 in its internal-rib die cavity 3.

Feature of the present invention is that also described support draw piece 10 is for fixed or movable or detachably support at least a in the draw piece.Figure 17 is the structural representation of the embodiment of the invention 17, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, be provided with the dismountable support draw piece 10 of a plurality of activities in its internal-rib die cavity 3.

Feature of the present invention also is to be provided with reinforcement 11 in the described hollow mould shell 1.Figure 18 is the structural representation of the embodiment of the invention 18, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, be provided with reinforcement 11 in its hollow mould shell 1, diagram reinforcement 11 is stiffener and bracing boom.

Feature of the present invention also is to have in the described hollow mould shell 1 at least one reinforcement 11 to expose.

Feature of the present invention also is have reinforce 7 to expose in described at least one reinforcement 11.

Feature of the present invention is that also described reinforcement 11 is for bracing boom, stiffener or add in wringing at least one.

Feature of the present invention is that also described hollow mould shell 1 is provided with pit 12, groove 13, inner corner trim 14, chamfering 15 or its combination, and perhaps also exposing on it has reinforce 7.Figure 19 is the structural representation of the embodiment of the invention 19, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its hollow mould shell 1 is provided with pit 12, groove 13, inner corner trim 14, chamfering 15.

Feature of the present invention is that also described hollow mould shell 1 is provided with boss module 16, raised line 17, external corner 18 or its combination, and perhaps also exposing on boss module 16, raised line 17, the external corner 18 has reinforce 7.Figure 20 is the structural representation of the embodiment of the invention 20, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its hollow mould shell 1 is provided with boss module 16, raised line 17, external corner 18, and simultaneously, also exposing on the hollow mould shell 1 has metal foil band reinforce 7.

Feature of the present invention is that also the position that described hollow mould shell 1 contacts with base plate 2 is groove 13 or the groove 13 that reveals reinforce 7.Figure 21 is the structural representation of the embodiment of the invention 21, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, the position that its hollow mould shell 1 contacts with base plate 2 is a groove 13.

Feature of the present invention is that also the surface of described hollow mould shell 1 is waveform or corrugated or zigzag or plucking or other special-shaped rough surface.Figure 22 is the structural representation of the embodiment of the invention 22, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, the surface of its hollow mould shell 1 is a waveform.

Feature of the present invention is that also described hollow mould shell 1 is inversed taper platform shape hollow mould shell.Figure 23 is the structural representation of the embodiment of the invention 23, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its hollow mould shell 1 is an inversed taper platform shape hollow mould shell.

Feature of the present invention is that also described base plate 2 flushes with the lateral surface 4 of hollow mould shell 1 or stretches out bridging piece 19, or stretches out the bridging piece 19 that reveals reinforce 7, or inside koro angle 14, or inwardly contracts and reveal the inner corner trim 14 of reinforce 7, stretch out or in contract partly for local or all.Figure 24 is the structural representation of the embodiment of the invention 24, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its base plate 2 has the limit of stretching out from the outside 4 of hollow mould shell 1, constitutes bridging piece 19, shortens inner corner trim 14 in the another side into.

Feature of the present invention also is to have on the described base plate 2 locating structure 20 of the downward tension that connects construction formwork.Figure 25 is the structural representation of the embodiment of the invention 25, four hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, have on its base plate 2 connect construction formwork connect tight locating structure 20 downwards, illustrated position structure 20 is a drag hook.

Feature of the present invention also is at the cavity inside branch of hollow mould shell 1 or all fills or stickup light material 21.Figure 26 is the structural representation of the embodiment of the invention 26, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, the inside of its hollow mould shell 1 all is filled with light material 21, and diagram light material 21 is an expanded perlite.

Feature of the present invention is that also the profile after described base plate 2 and hollow mould shell 1 combination is the square bodily form, cuboid, cylindrical, the hexagon bodily form, arc angle polyhedron or many curved bodies shape.As shown in figure 26, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, the profile after its base plate 2 makes up with hollow mould shell 1 is a cuboid.

Feature of the present invention is that also the appearance and size of described Cavity structural member is ascending that gradually change or sudden change; The wide end in the chamber of the thickness of slab of base plate 2 or cast-in-place structural internal-rib die cavity is more relatively large than the other end, to the other end from large to small, gradually or sharp transition to the other end.Figure 27 is the structural representation of the embodiment of the invention 27, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, the appearance and size of the Cavity structural member that it constitutes is ascending gradually changing, the changing in the opposite direction of the change direction of base plate 2 and hollow mould shell 1.

Feature of the present invention also be described hollow mould shell 1 and base plate 2 ways of connecting for gluedly is connected, is welded to connect, screw connects, iron wire connects, cutting ferrule connection or global formation.Figure 28 is the structural representation of the embodiment of the invention 28, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its hollow mould shell 1 is connected for glued with the connected mode of base plate 2.

Feature of the present invention is that also described hollow mould shell 1 is for outward flanging 22 or to the hollow mould shell 1 of in-flanges 23.Figure 29 is the structural representation of the embodiment of the invention 29, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its hollow mould shell 1 is the hollow mould shell 1 of outward flanging 22.Figure 30 is the structural representation of the embodiment of the invention 30, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its hollow mould shell 1 is the hollow mould shell 1 to in-flanges 23.

Feature of the present invention is that also Cavity structural member is provided with penetration pipe 24, water pipe 25 or airduct 26, or is fixed with junction box 27 on the base plate 2.Figure 31 is the structural representation of the embodiment of the invention 31, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its Cavity structural member is provided with penetration pipe 24, water pipe 25, airduct 26, simultaneously, is fixed with junction box 27 on the base plate 2.

Feature of the present invention is that also described base plate 2 is for steel bar concrete, steel mesh reinforcement concrete, gauze wire cloth concrete, from the base plate of stress steel bar concrete, polymer steel bar concrete or wire mesh mortar, the cementitious materials of hollow mould shell 1 is cement, cement mortar, polymer cement, alkali slag cement, ground caustic coal ash cement, sulphate aluminium cement, ferrous aluminate cement, magnesia oxychloride cement, high alumina cement, organic resin glue or combinations thereof, and hollow mould shell 1, base plate 2 usefulness same materials or different materials are made.

Feature of the present invention is that also the base plate 2 at position, described hollow mould shell 1 place is open floor.Figure 32 is the structural representation of the embodiment of the invention 32, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, the base plate 2 at its position, hollow mould shell 1 place is an open floor.

Feature of the present invention also is to be provided with between described base plate 2 and the hollow mould shell 1 at least one or more than one spike locating structure 20.Figure 33 is the structural representation of the embodiment of the invention 33, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, a plurality of spike locating structures 20 are arranged between its base plate 2 and the hollow mould shell 1.

Feature of the present invention is that also described hollow mould shell 1 is provided with the base plate 2 more than two.Figure 34 is the structural representation of the embodiment of the invention 34, two hollow mould shells 1 alternately, constitute cast-in-place structural internal-rib die cavity 3 on base plate 2, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, its hollow mould shell 1 is provided with 2 base plates 2.

Feature of the present invention is that also described base plate 2 also is extended with bridging piece 19.As shown in figure 34, base plate also stretches out lateral surface 4, forms bridging piece 19.

Feature of the present invention is that also being provided with spike locating structure 20 between described hollow mould shell 1 and the base plate 2 is attached thereto.Figure 35 is the structural representation of the embodiment of the invention 35, two hollow mould shells 1 on base plate 2 alternately, constitute cast-in-place structural internal-rib die cavity 3, hollow mould shell 1 and base plate 2 connect into integral body, be provided with many presstressed reinforcing steels 5 in the base plate 2, base plate 2 all stretches out lateral surface 4 and forms toss 19, simultaneously, be provided with spike locating structure 20 between hollow mould shell 1 and the base plate 2, base plate 2 and hollow mould shell 1 are connected as a single entity.

During the invention process, can be earlier make hollow mould shell 1, then, put into the mould of making base plate 2 being applied with the presstressed reinforcing steel that stretch-draw should be with the cement glass fiber, base plate 2 slips (as cement mortar) that mix and stir are poured in the mould, behind the vibratory compaction, not during setting and harden, prefabricated hollow mould shell 1 is fastened on it at it, be bonded to integral body, after treating its setting and harden, maintenance promptly gets Cavity structural member to stipulating the length of time after the demoulding.

Claims (10)

1, a kind of Cavity structural member, include hollow mould shell (1) and base plate (2), hollow mould shell (1) connects into integral body with base plate (2), have 2 hollow mould shells (1) at least alternately on the base plate (2), the side that is oppositely arranged of the adjacent cavities formwork (1) on its base plate (2) and base plate (2) constitute at least one cast-in-place structural internal-rib die cavity (3), other lateral surface that is not oppositely arranged (4) of hollow mould shell (1) constitutes the side template of cast-in-place structural external fin or beam or wall, it is characterized in that accompanying in the base plate (2) at least one presstressed reinforcing steel (5), presstressed reinforcing steel (5) exposes from base plate (2) termination.

2, a kind of Cavity structural member according to claim 1 is characterized in that described presstressed reinforcing steel (5) exposes from strip base plate (2) two ends.

3, a kind of Cavity structural member according to claim 1 is characterized in that described presstressed reinforcing steel (5) is prestressed reinforcement or steel strand.

4, a kind of Cavity structural member according to claim 1 is characterized in that described presstressed reinforcing steel (5) is parallel, quadrature, grade separation or oblique setting; Perhaps base plate (2) is provided with reinforcing rib (6); Perhaps presstressed reinforcing steel (5) is arranged on reinforcing rib (6) position; Perhaps the spacing in the cast-in-place structural internal-rib die cavity (3) changes; The perhaps shape of hollow mould shell (1), size difference.

5, according to the described a kind of Cavity structural member of arbitrary claim in the claim 1 to 4, it is characterized in that containing reinforce (7) at least one of hollow mould shell (1) or base plate (2), reinforce (7) is at least a in reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, expanded metal lath, fiber, fleece or cloth, metal foil band, braid over braid or the strap; Perhaps reinforce (7) exposes from least one of hollow mould shell (1) or base plate (2); Perhaps base plate (2) exposes reinforce (7) and stretches in the cast-in-place structural internal-rib die cavity (3); Perhaps the reinforce (7) in the hollow mould shell (1) passes at least one internal-rib die cavity (3) plural hollow mould shell (1) is linked; Perhaps pass on the reinforce (7) of internal-rib die cavity (3) and activity is arranged or fixedly apply arbitrarily (8); Perhaps the thin band reinforce (7) that stretches in the hollow mould shell (1) or in the hollow mould shell (1) of the thin band reinforce (7) in the base plate (2) stretches in the base plate (2); Perhaps fleece in the hollow mould shell (1) or cloth reinforce (7) stretch in the base plate (2), with the cementitious materials formation one in the base plate (2); Perhaps cast-in-place structural internal-rib die cavity (3) has two when above, their parallel each other or quadrature or oblique or grade separations.

6, according to the described a kind of Cavity structural member of arbitrary claim in the claim 1 to 4, at least one that it is characterized in that described hollow mould shell (1) or base plate (2) is provided with hole (9); Perhaps be provided with at least more than one support draw piece (10) in the internal-rib die cavity (3); Perhaps support at least a in bar, pier, plate, sheet, rope or the piece of draw piece (10); Perhaps support at least a in the support draw piece of hollow or solid or porous of draw piece (10); Perhaps support draw piece (10) for fixed or movable or detachably support at least a in the draw piece; Perhaps be provided with reinforcement (11) in the hollow mould shell (1); Perhaps there is at least one reinforcement (11) to expose in the hollow mould shell (1); Perhaps there is reinforce (7) to expose at least one reinforcement (11); Perhaps reinforcement (11) is for bracing boom, stiffener or add in wringing at least one.

7, according to the described a kind of Cavity structural member of arbitrary claim in the claim 1 to 4, it is characterized in that described hollow mould shell (1) is provided with pit (12), groove (13), inner corner trim (14), chamfering (15) or its combination, perhaps also exposing on it has reinforce (7); Perhaps hollow mould shell (1) is provided with boss module (16), raised line (17), external corner (18) or its combination, and perhaps boss module (16), raised line (17), external corner (18) also expose reinforce (7); Perhaps the position that contacts with base plate (2) of hollow mould shell (1) is groove (13) or the groove (13) that reveals reinforce (7); Perhaps the surface of hollow mould shell (1) is waveform or corrugated or zigzag or plucking or other special-shaped rough surface; Perhaps hollow mould shell (1) is an inversed taper platform shape hollow mould shell.

8, according to the described a kind of Cavity structural member of arbitrary claim in the claim 1 to 4, it is characterized in that described base plate (2) flushes with the lateral surface (4) of hollow mould shell (1) or stretches out bridging piece (19), or stretch out the bridging piece (19) that reveals reinforce (7), or inside koro angle (14), or inwardly contract and reveal the inner corner trim (14) of reinforce (7), stretch out or in contract partly for local or all; The locating structure (20) that the downward tension that connects construction formwork is perhaps arranged on the base plate (2); Perhaps divide or all fill or paste light material (21) at the cavity inside of hollow mould shell (1); Perhaps the profile after the combination of base plate (2) and hollow mould shell (1) is the square bodily form, cuboid, cylindrical, the hexagon bodily form, arc angle polyhedron or many curved bodies shape.

9, according to the described a kind of Cavity structural member of arbitrary claim in the claim 1 to 4, the appearance and size that it is characterized in that described Cavity structural member is ascending that gradually change or sudden change; The wide end in the chamber of the thickness of slab of base plate (2) or cast-in-place structural internal-rib die cavity is more relatively large than the other end, to the other end from large to small, gradually or sharp transition to the other end; Perhaps hollow mould shell (1) and base plate (2) ways of connecting for gluedly is connected, is welded to connect, screw connects, iron wire connects, cutting ferrule connection or global formation; Perhaps hollow mould shell (1) is an outward flanging (22) or to the hollow mould shell (1) of in-flanges (23); Perhaps Cavity structural member is provided with penetration pipe (24), water pipe (25) or airduct (26), or is fixed with junction box (27) on the base plate (2); Perhaps base plate (2) be steel bar concrete, steel mesh reinforcement concrete, gauze wire cloth concrete, from the base plate of stress steel bar concrete, polymer steel bar concrete or wire mesh mortar, the cementitious materials of hollow mould shell (1) is cement, cement mortar, polymer cement, alkali slag cement, ground caustic coal ash cement, sulphate aluminium cement, ferrous aluminate cement, magnesia oxychloride cement, high alumina cement, organic resin glue or combinations thereof, and hollow mould shell (1), base plate (2) are made with same material or different materials.

10,, it is characterized in that the base plate (2) at described hollow mould shell (1) position, place is open floor according to the described a kind of Cavity structural member of arbitrary claim in the claim 1 to 4; Perhaps be provided with at least one or more than one spike locating structure (20) between base plate (2) and the hollow mould shell (1); Perhaps hollow mould shell (1) is provided with the base plate (2) more than two; Perhaps base plate (2) also is extended with bridging piece (19); Perhaps being provided with spike locating structure (20) between hollow mould shell (1) and the base plate (2) is attached thereto.

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