CN1776149A - Reinforced concrete slab - Google Patents

Abstract

A reinforced steel concrete includes reinforced steel concrete, filling member consisting of base plate, filling unit alternately and integrally arranged on base plate, inner rib form cavity parallel or orthogonal arranged in filling unit, in site casting reinforced steel concrete forming built in rib in inner rib form cavity, plurality of filling units alternatively arranged to form main and built in rib crossed structure system, support-draw piece is truss shape and set in inner rib form cavity. Said invention adapts for reinforced steel concrete or prestressed reinforced steel concrete of hollow plate, storied building cover and room cover.

Description

A kind of reinforced concrete slab

(1) technical field

The present invention relates to a kind of reinforced concrete slab.

(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 (internal-rib die cavity) are arranged on the structure base plate, on the structure base plate, just can form cast-in-place structure time rib, fellowship structure base plate, main rib, upper plate stressed, form two-way main rib time rib force structure, problems of the prior art have not only been solved, but also overall performance, the anti-seismic performance of superstructure have further been improved, attenuate the thickness of superstructure, alleviate dead load, reduced cost.But this reinforced concrete slab, because the Cavity structural member of its use is in carrying, work progress, its structure base plate is prone to the phenomenon that fractures, and breakage rate is big, and carrying, construction are inconvenient, thereby the construction inconvenience of reinforced concrete slab, the construction cost height.For this reason, develop a kind of novel reinforced concrete slab for being badly in need of.

(3) summary of the invention

The object of the present invention is to provide a kind of reinforced concrete slab, have characteristics such as easy construction, cost is low, mechanical property is good.

Solution of the present invention is on the basis of existing technology, comprise steel bar concrete, noggin piece, noggin piece is wrapped up in and is contained in the steel bar concrete, noggin piece comprises base plate, obturator, obturator is alternately on base plate, and be linked to be integral body with it, the parallel or quadrature of alternate internal-rib die cavity between obturator, cast-in-situ reinforced concrete forms the cast in place reinforced bar concrete hidden rib in the internal-rib die cavity, a plurality of noggin pieces are the close rib of cast-in-situ reinforced concrete master each other alternately each other, main close rib constitutes the master jointly with dark rib, the structural system that dark rib intersects, it is characterized in that in the described internal-rib die cavity support draw piece being arranged, the support draw piece is the support draw piece of putting more energy into, and base plate is the concrete base plate.Like this, owing in the internal-rib die cavity support draw piece is arranged, the support draw piece is the support draw piece of putting more energy into, base plate is the concrete base plate, thereby the intensity of noggin piece and rigidity are bigger, shock resistance is better, and its base plate is the concrete base plate, and its base plate is frangibility more not, and breakage rate is low, thereby the construction of reinforced concrete slab is more convenient, construction cost is low, and mechanical property is better, thereby reaches purpose of the present invention, the hollowcore slab, hollow building cover, roof system, sole plate, body of wall and the hollow bridges that are applicable to cast-in-situ reinforced concrete or prestressed reinforced concrete are used, and are specially adapted to hollow arch without beam and use.

Feature of the present invention is that also the described support draw piece of putting more energy into has reinforce.Like this, the support draw piece of putting more energy into has reinforce, has improved the rigidity and the intensity of constructional member for concrete board filling greatly.

Feature of the present invention is that also the described support draw piece of putting more energy into has the shaped steel reinforce.Like this, the support draw piece of putting more energy into has the shaped steel reinforce, has improved the rigidity and the intensity of hollowcore slab greatly.

Feature of the present invention is that also the reinforcing bar reinforce of at least one lengthwise passes at least one internal-rib die cavity and at least two obturators, and connects into integral body.Like this, the reinforcing bar reinforce of at least one lengthwise passes at least one internal-rib die cavity and at least two obturators, and connects into integral body, has improved the rigidity and the intensity of hollowcore slab greatly.

Feature of the present invention is that also the described support draw piece of putting more energy into is the support draw piece that high standard concrete or mortar are made.Like this, the support draw piece of putting more energy into is the support draw piece that high standard concrete or mortar are made, and has improved the rigidity and the intensity of hollowcore slab greatly.

Feature of the present invention also is on the described support draw piece of putting more energy into compound enhancement layer is arranged.Like this, the support of putting more energy into has compound enhancement layer to improve the rigidity and the intensity of hollowcore slab greatly on the draw piece.

Feature of the present invention is that also described obturator has three at least and is arranged in parallel on same axis.Like this, the concrete that does not stress in the In-situ cast concrete board of can finding time in a large number forms hollow structure plate, can reduce floor weight significantly, alleviates the dead load of the inner load-carrying construction of floor, makes floor slab structure lighter, and supporting capacity is stronger.

Feature of the present invention is that also described obturator is the filling piece of hollow or light solid.Like this, can be according to the different needs of actual conditions, rationally select packing material to satisfy to use needs for use, convenient construction, reduce cost.

Feature of the present invention is that also described obturator inside or skin have structure primary load bearing member.Like this, after obturator inside or skin have structure primary load bearing member, can participate in the stressed jointly of floor slab structure, strengthen the supporting capacity of floor, make the structure of floor more reasonable.

Feature of the present invention is that also described structure primary load bearing member and base plate link.Like this, after structure primary load bearing member and base plate binding, structure primary load bearing member and base plate have connected to integral body, can participate in the stressed jointly of floor slab structure, strengthen the supporting capacity of floor, make the structure of floor more reasonable.

Feature of the present invention is that also described structure primary load bearing member is communicated with at least three obturators.Like this, the concrete of load not in the In-situ cast concrete board of can finding time in a large number forms hollow structure plate, can reduce floor weight significantly, alleviates the dead load of the inner load-carrying construction of floor, makes floor slab structure lighter, and supporting capacity is stronger; Simultaneously, it is stressed jointly that structure primary load bearing member participates in the inner load-carrying construction of floor, can improve the inner load-carrying construction of floor.

Feature of the present invention is that also described a plurality of structure primary load bearing member is parallel or/and quadrature.Like this, the parallel or/and quadrature of a plurality of structure primary load bearing members has formed in floor inside and to be parallel to each other or the prefabricated load-carrying member of quadrature, has further strengthened the load-carrying construction of hollowcore slab, makes it can bear bigger load.

Feature of the present invention is that also described structure primary load bearing member is at least a in plate, pier, bar, truss or the abacus.Like this, the variation of structure primary load bearing member 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 is that also described structure primary load bearing member is concrete or reinforced concrete member.Like this, when structure primary load bearing member was concrete or reinforced concrete member, intensity height, the rigidity of structure primary load bearing member were big, and low price can be saved the lot of materials cost simultaneously, and is easily manufactured, can realize producing in enormous quantities, but and integral one-step molding.

Feature of the present invention also is between structure primary load bearing member in the described obturator and the filling member to glued.Like this, when adopting glued mode to be connected between the structure primary load bearing member in the obturator and the filling member, both are easy to connect, make that the speed of producing constructional member for concrete board filling is accelerated significantly, and simultaneously, cost is low, connect reliable.

Feature of the present invention is that also at least one side of described base plate stretches out obturator.Like this, after at least one side of base plate is stretched out obturator, obturator can further find time cast-in-place concrete cored in the Cast-in-place concrete of load not, reduce cast-in-place concrete cored deadweight significantly, make the cost performance of floor higher.

Feature of the present invention is that also the homonymy of described base plate is extended with the obturator more than four.Like this, after the homonymy of base plate is extended with obturator more than four, obturator can further find time cast-in-place concrete cored in the Cast-in-place concrete of load not, reduce cast-in-place concrete cored deadweight significantly, make the cost performance of floor higher.

Feature of the present invention is that also the both sides of described base plate are extended with four above obturators.Like this, after the both sides of base plate are extended with four above obturators, obturator can further find time cast-in-place concrete cored in the Cast-in-place concrete of load not, reduce cast-in-place concrete cored deadweight significantly, make the cost performance of floor higher.

Feature of the present invention also is to have on the described base plate two row's obturators.Like this, can reduce floor weight significantly, alleviate the dead load of the inner load-carrying construction of floor, make floor slab structure lighter, supporting capacity is stronger.

Feature of the present invention also is to contain reinforce in described obturator or the base plate, and obturator is extended with reinforce and is anchored in the base plate, perhaps has reinforce to be anchored in the obturator in the base plate.Like this, be provided with the obturator of reinforce or the intensity of base plate and obtained improving greatly, the intensity and the rigidity of corresponding floor are higher.

Feature of the present invention is that also the sidewall of described obturator is superimposed with vertical rib, and vertical rib and base plate connect to integral body.Like this, the sidewall of obturator is superimposed with vertical rib, and vertical rib and base plate connect to integral body, can improve the overall performance of constructional member for concrete board filling greatly, and the construction of corresponding floor is more convenient.

Feature of the present invention is that also described obturator and vertical rib are that prefabricated obturator and cast-in-place vertical rib are superimposed.Like this, cast-in-place and prefabricated structure combining form has reduced the production difficulty, and simultaneously, both are in conjunction with firm, and obturator is difficult for becoming flexible, dropping, and has improved the quality of constructional member for concrete board filling, and the construction of corresponding floor is more convenient, and construction cost is lower.

Feature of the present invention is that also described obturator and vertical rib are that prefabricated obturator and prefabricated vertical rib are superimposed.Like this, when obturator and vertical rib were prefabricated units, both can separately adopt mechanization to produce in enormous quantities, have reduced the production difficulty, have improved production efficiency, have reduced the cost of product, the corresponding construction cost that reduces floor.

Feature of the present invention is that also described obturator and vertical rib are that cast-in-place obturator and prefabricated vertical rib are superimposed.Like this, cast-in-place and prefabricated structure combining form has reduced the production difficulty, and simultaneously, both are in conjunction with firm, and obturator is difficult for becoming flexible, dropping, and has improved the quality of constructional member for concrete board filling, and the construction of corresponding floor is more convenient.

Feature of the present invention is that also described vertical rib is the vertical rib of cement mortar or concrete or steel bar concrete or steel mesh reinforcement concrete.Like this, the diversity of vertical rib manufacturing materials can make things convenient for it to make, and reduces the cost of constructional member for concrete board filling, the corresponding construction cost that reduces floor.

Feature of the present invention is that also described obturator is extended with reinforce and is anchored in the superimposed vertical rib.Like this, by the connection of reinforce, obturator is connected to inseparable integral body with superimposed vertical rib, make it can cracking destruction in application process, improved the quality of constructional member for concrete board filling greatly, the construction of corresponding floor is more convenient, and the intensity and the rigidity of floor are bigger.

Feature of the present invention is that also described vertical rib is provided with the range line pier.Like this,, in work progress, can carry out accurate range line location to constructional member for concrete board filling, thereby guarantee the width or the thickness of Cast-in-place concrete, make the constructor be easy to floor is carried out quality control by the range line pier that on vertical rib, is provided with.

Feature of the present invention also is to be provided with hole or groove with the corresponding position of internal-rib die cavity on the described vertical rib, and cast-in-situ reinforced concrete connects hole or groove.Like this, Cast-in-place concrete pours in above-mentioned hole or the groove, and the cast-in-place concrete hidden rib that forms in the corresponding internal-rib die cavity has formed elongated cast-in-place concrete hidden rib, can increase substantially the overall performance and the mechanical property of floor.

Feature of the present invention is that also the side of described obturator has superimposed reinforcing rib of column and base plate to intersect.Like this, when the side of obturator had superimposed reinforcing rib of column and base plate to intersect, the superimposed reinforcing rib of column connected to whole stressed member, corresponding globality and the mechanical property that improves floor with base plate and obturator.

Feature of the present invention is that also described obturator is provided with at least one in projection, reinforcing bar filler strip, pit or the hole.Like this, Cast-in-place concrete pours in the above-mentioned structure, and projection, reinforcing bar filler strip can accurately be located reinforcing bar, guarantees the pouring quality of floor, and Cast-in-place concrete pours into the corresponding Cast-in-place concrete load-carrying construction member that formed in pit or the hole, can improve the structural performance of floor effectively.

Feature of the present invention is that also described obturator is a prefabricated component, forms integral body with bottom plate glue.Like this, cast-in-place and prefabricated structure combining form has reduced the production difficulty, and simultaneously, both are in conjunction with firm, and obturator is difficult for becoming flexible, dropping, and has improved the quality of constructional member for concrete board filling, and the construction of corresponding floor is more convenient, and construction cost is lower.

Feature of the present invention is that also described obturator is provided with at least one in inner corner trim, chamfering or the arc angle.Like this, Cast-in-place concrete pours in inner corner trim, chamfering or the arc angle, and the corresponding Cast-in-place concrete that forms the part adds competent structure, improves the mechanical property of floor.

Feature of the present invention is that also described obturator includes reinforce by cement mortar or concrete and makes.Like this, the intensity of obturator itself makes it be difficult for being damaged in transportation, construction, installation process because of the setting of reinforce has obtained significantly strengthening, and greatly reduces the proportion of goods damageds of constructional member for concrete board filling, reduced cost, the corresponding construction cost that reduces floor.

Feature of the present invention is that also described obturator is the solid obturator that light material is made.Light material is foamed plastics, expanded perlite, expanded vermiculite, foaming or aerated light concrete, rock wool, mineral wool, glass wool, haydite or haydite concrete.Like this, can improve the shock resistance of obturator greatly, reduce breakage rate, have better sound insulation, heat insulation, fireproof performance simultaneously, the diversity of light material can conveniently be drawn materials, and reduces production costs, the corresponding construction cost that reduces floor, the corresponding construction cost that reduces floor.

Feature of the present invention is that also the side of described obturator is provided with the range line pier.Like this, by the range line pier is set on the side of obturator, can carry out accurate range line location to constructional member for concrete board filling, make it in application process, guarantee between the two distance, thereby guarantee the width or the thickness of Cast-in-place concrete, make the constructor be easy to floor is carried out quality control.

Feature of the present invention also is the wide 400-1300mm of being of described base plate.Like this, according to the different needs of reality, the arbitrary width that can produce baseplate width and be between the 400-1300mm is satisfied the demand, and can make things convenient for practical application greatly.

Feature of the present invention is that also described base plate is extended with toss, and toss is wide to be 10-110mm.Like this, outwardly directed toss can replace construction formwork, reduces the template loss, reduces material cost, can save the template installation procedure simultaneously, accelerates speed of application, improves efficiency of construction.

Feature of the present invention is that also described internal-rib die cavity is an inverted T-shaped internal-rib die cavity.Like this, because the internal-rib die cavity is inverted T-shaped, Cast-in-place concrete has formed the Cast-in-place concrete rib of inverted T-shaped in the internal-rib die cavity, thereby the intensity of superstructure and rigidity are bigger.

Feature of the present invention also is the wide 20-120mm of being of described internal-rib die cavity.Like this, according to the different needs of reality, the arbitrary width that can produce between the wide 20-120mm of being of internal-rib die cavity is satisfied the demand, and greatly facilitates practical application.

Feature of the present invention is also that described structural component for filling is provided with and hangs the carrying part.Hang the carrying part and can be handle, suspension hook, suspension ring or other device.Like this, can very easily member be piled up, transport, lift and construct, reduce the work difficulty and the working strength of above-mentioned operation, help improving efficiency of construction, reduce construction cost.

Feature of the present invention is that also described support draw piece is located along the same line.Like this, when the support draw piece was located along the same line, the support draw piece can connect stressed, makes constructional member for concrete board filling be difficult for being damaged, and can reduce the proportion of goods damageds of product effectively.

Feature of the present invention also is have the reinforcing bar reinforce of at least one lengthwise to pass in the described support draw piece that is located along the same line.Like this, the support draw piece that the reinforcing bar that lengthwise passes will be located along the same line has been linked to be integral body, and the support draw piece can connect stressed, makes constructional member for concrete board filling be difficult for being damaged, and can reduce the proportion of goods damageds of product effectively.

Feature of the present invention is that also described support draw piece is positioned at the top rotation angle position of obturator.Like this, the transmission force property of obturator is good, and in carrying and work progress, obturator top rotation angle position is difficult for destroyed, has reduced the proportion of goods damageds of member, simultaneously, has improved the mechanical property of floor.

(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 7.

Fig. 8 is the structural representation of the embodiment of the invention 8.

Fig. 9 is the structural representation of the embodiment of the invention 9.

Figure 10 is the structural representation of the embodiment of the invention 10.

Figure 11 is the structural representation of the embodiment of the invention 11.

Figure 12 is the structural representation of the embodiment of the invention 12.

Figure 13 is the structural representation of the embodiment of the invention 13.

Figure 14 is the structural representation of the embodiment of the invention 14.

Figure 15 is the structural representation of the embodiment of the invention 15.

Figure 16 is the structural representation of the embodiment of the invention 16.

Figure 17 is the structural representation of the embodiment of the invention 17.

Figure 18 is the structural representation of the embodiment of the invention 18.

(5) specific embodiment

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

The present invention as shown in drawings, comprise steel bar concrete 1, noggin piece 2, noggin piece 2 is wrapped up in and is contained in the steel bar concrete 1, noggin piece 2 comprises base plate 3, obturator 4, obturator 4 is alternately on base plate 3, and be linked to be integral body with it, alternate internal-rib the die cavity 5 parallel or quadratures that obturator is 4, cast-in-situ reinforced concrete forms cast in place reinforced bar concrete hidden rib 6 in internal-rib die cavity 5, a plurality of noggin pieces 2 are the close rib 7 of cast-in-situ reinforced concrete master each other alternately each other, main close rib 7 is main with dark rib 6 common formations, the structural system that dark rib intersects, it is characterized in that having in the described internal-rib die cavity 5 support draw piece 8, support draw piece 8 is the support draw piece of putting more energy into, and base plate 3 is the concrete base plate.In each accompanying drawing, 1 is steel bar concrete, and 2 is noggin piece, and 3 is base plate, and 4 is obturator, and 5 is the internal-rib die cavity, and 6 is dark rib, and 7 is main close rib, and 8 are the support draw piece, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, support draw piece 8 is arranged in its described internal-rib die cavity 5, support draw piece 8 is the support draw piece of putting more energy into, and base plate 3 is the concrete base plate.

Feature of the present invention is that also the described support draw piece 8 of putting more energy into has reinforce 9.As shown in Figure 2, be provided with reinforce 9 in its described support draw piece 8 of putting more energy into.

Feature of the present invention is that also the described support draw piece 8 of putting more energy into has shaped steel reinforce 9.As shown in Figure 3, be provided with shaped steel reinforce 9 in its described support draw piece 8 of putting more energy into.

Feature of the present invention is that also the reinforcing bar reinforce 9 of at least one lengthwise passes at least one internal-rib die cavity 5 and at least two obturators 4, and connects into integral body.As shown in Figure 1, the reinforcing bar reinforce 9 of lengthwise passes internal-rib die cavity 5 and obturator 4, and obturator 4 is connected into integral body.

Feature of the present invention is that also the described support draw piece 8 of putting more energy into is the support draw piece that high standard concrete or mortar are made.As shown in Figure 3, it the is described support draw piece that support draw piece 8 makes for high-grade concrete of putting more energy into, the support draw piece of making as the C60 concrete.

Feature of the present invention also is on the described support draw piece 8 of putting more energy into compound enhancement layer 10 is arranged.As shown in Figure 4, on its described support draw piece 8 of putting more energy into compound enhancement layer 10 is arranged.

Feature of the present invention is that also described obturator 4 has three at least and is arranged in parallel on same axis.As shown in Figure 4, its described obturator 4 has five and is arranged in parallel on same axis.

Feature of the present invention also is the filling piece of described obturator 4 for hollow or light solid.As shown in Figure 3, its described obturator 4 is the filling piece of light solid.

Feature of the present invention is that also described obturator 4 inside or skin have structure primary load bearing member 11.As shown in Figure 3, there is structure primary load bearing member 11 its described obturator 4 inside.

Feature of the present invention is that also described structure primary load bearing member 11 and base plate 3 link.As shown in Figure 4, its described structure primary load bearing member 11 links with base plate 3.

Feature of the present invention is that also described structure primary load bearing member 11 is communicated with at least three obturators 4.As shown in Figure 4, its described structure primary load bearing member 11 is communicated with obturator 4.

Feature of the present invention is that also described a plurality of structure primary load bearing member 11 is parallel or/and quadrature.As shown in Figure 5, its described a plurality of structure primary load bearing members 11 are parallel.

Feature of the present invention also is at least a in plate, pier, bar, truss or the abacus of described structure primary load bearing member 11.As shown in Figure 6, its described structure primary load bearing member 11 is a pier.

Feature of the present invention is that also described structure primary load bearing member 11 is concrete or reinforced concrete member.As shown in Figure 6, its described structure primary load bearing member 11 is a reinforced concrete member.

Feature of the present invention also is to be gluing between structure primary load bearing member 11 and the filling member 4 in the described obturator 4.As shown in Figure 6, be connected for gluing between the structure primary load bearing member 11 in its described obturator 4 and the filling member 4.

Feature of the present invention is that also at least one side of described base plate 3 stretches out obturator 4.As shown in Figure 6, a side of its described base plate 3 is stretched out obturator 4.

Feature of the present invention is that also the homonymy of described base plate 3 is extended with the obturator 4 more than four.As shown in Figure 6, the homonymy of its described base plate 3 is extended with obturator 4.

Feature of the present invention is that also the both sides of described base plate 3 are extended with four above obturators 4.As shown in Figure 7, the both sides of its described base plate 3 all are extended with obturator 4.

Feature of the present invention also is to have on the described base plate 3 two row's obturators 4.As shown in Figure 8, two row's obturators 4 are arranged on its described base plate 3.

Feature of the present invention also is to contain reinforce 9 in described obturator 4 or the base plate 3, and obturator 4 is extended with reinforce 9 and is anchored in the base plate 3, perhaps has reinforce 9 to be anchored in the obturator 4 in the base plate 3.As shown in Figure 9, contain reinforce 9 in its described obturator 4, while obturator 4 is extended with reinforce 9 and is anchored in the base plate 3.

Feature of the present invention is that also the sidewall of described obturator 4 is superimposed with vertical rib 12, and vertical rib 12 connects to integral body with base plate 3.As shown in Figure 9, the sidewall of its described obturator 4 is superimposed with vertical rib 12, and vertical rib 12 connects to integral body with base plate 3.

Feature of the present invention is that also described obturator 4 and vertical rib 12 are that prefabricated obturator and cast-in-place vertical rib are superimposed.As shown in Figure 9, its described obturator 4 is that prefabricated obturator and cast-in-place vertical rib are superimposed with vertical rib 12.

Feature of the present invention is that also described obturator 4 and vertical rib 12 are that prefabricated obturator and prefabricated vertical rib are superimposed.As shown in figure 10, its described obturator 4 is that prefabricated obturator and prefabricated vertical rib are superimposed with vertical rib 12.

Feature of the present invention is that also described obturator 4 and vertical rib 12 are that cast-in-place obturator and prefabricated vertical rib are superimposed.As shown in figure 11, its described obturator 4 is that cast-in-place obturator and prefabricated vertical rib are superimposed with vertical rib 12.

Feature of the present invention also is the vertical rib of described vertical rib 12 for cement mortar or concrete or steel bar concrete or steel mesh reinforcement concrete.As shown in figure 11, its described vertical rib 12 vertical rib that is the steel mesh reinforcement concrete.

Feature of the present invention is that also described obturator 4 is extended with reinforce 9 and is anchored in the superimposed vertical rib 12.As shown in figure 12, its described obturator 4 is extended with reinforce 9 and is anchored in the superimposed vertical rib 12.

Feature of the present invention is that also described vertical rib 12 is provided with range line pier 13.As shown in figure 12, its described vertical rib 12 is provided with range line pier 13.

Feature of the present invention also is to be provided with hole 14 or groove 15 with internal-rib die cavity 5 corresponding positions on the described vertical rib 12, and cast-in-situ reinforced concrete 1 connects hole 14 or groove 15.As shown in figure 13, be respectively arranged with hole 14 and groove 15 on its described vertical rib 12 with on the internal-rib die cavity 5 corresponding positions, cast-in-situ reinforced concrete 1 connects hole 14 and groove 15.

Feature of the present invention is that also the side of described obturator 4 has superimposed reinforcing rib 16 of column and base plate 3 to intersect.As shown in figure 14, the side of its described obturator 4 has superimposed reinforcing rib 16 of column and base plate 3 to intersect.

Feature of the present invention is that also described obturator 4 is provided with at least one in projection 17, reinforcing bar filler strip 18, pit 19 or the hole 14.As shown in figure 15, its described obturator 4 is provided with projection 17, reinforcing bar filler strip 18 and pit 19.

Feature of the present invention is that also described obturator 4 is prefabricated component, becomes whole with base plate 3 gluings.As shown in figure 16, its described obturator 4 is a prefabricated component, becomes whole with base plate 3 gluings.

Feature of the present invention is that also described obturator 4 is provided with at least one in inner corner trim 20, chamfering 21 or the arc angle 22.As Figure 16, Figure 17, shown in Figure 180, be respectively arranged with chamfering 21, inner corner trim 20 and arc angle 22 on its described obturator 4.

Feature of the present invention is that also described obturator 4 includes reinforce 9 by cement mortar or concrete and makes.As shown in figure 17, its described obturator 4 includes reinforce 9 by concrete and makes.

Feature of the present invention also is the solid obturator that described obturator 4 is made for light material.As shown in figure 18, the solid obturator made for light material of its described obturator 4.

Feature of the present invention is that also the side of described obturator 4 is provided with range line pier 13.As shown in figure 18, the side of its described obturator 4 is provided with range line pier 13.

Feature of the present invention also is the described base plate 3 wide 400-1300mm of being.As shown in figure 18, its described base plate 3 is wide is 1300mm.

Feature of the present invention is that also described base plate 3 is extended with toss 23, and toss 23 is wide to be 10-110mm.As shown in figure 18, its described base plate 3 is extended with toss 23, and toss 23 is wide to be 110mm.

Feature of the present invention is that also described internal-rib die cavity 5 is inverted T-shaped internal-rib die cavity.As shown in figure 18, its described internal-rib die cavity 5 is an inverted T-shaped internal-rib die cavity.

Feature of the present invention also is the described internal-rib die cavity 5 wide 20-120mm of being.As shown in figure 18, its described internal-rib die cavity 5 is wide is 120mm.

Feature of the present invention also be described structural component for filling be provided with hang the carrying part 24.As shown in figure 18, its described structural component for filling is provided with and hangs carrying part 24.

Feature of the present invention is that also described support draw piece 8 is located along the same line.As shown in figure 18, its described support draw piece 8 is located along the same line.

Feature of the present invention also is have the reinforcing bar reinforce 9 of at least one lengthwise to pass in the described support draw piece 8 that is located along the same line.As shown in figure 18, there is the reinforcing bar of a lengthwise to pass in its described support draw piece 8 that is located along the same line as reinforce 9.

Feature of the present invention is that also described support draw piece 8 is positioned at the top rotation angle position of obturator 4.As shown in Figure 2, its described support draw piece 8 is positioned at the top rotation angle position of obturator 4.

During the invention process, press earlier construction requirement mounting bracket or template, lay noggin piece 2, lay the reinforcing bar of reinforcing bar or dark beam or bright beam then, and various steel pipe buried in advance spare, pour concrete after the acceptance(check), after treating the concrete setting and harden, maintenance is to stipulating the length of time that form removal promptly gets reinforced concrete slab.

Claims (10)

1, a kind of reinforced concrete slab, comprise steel bar concrete (1), noggin piece (2), noggin piece (2) is wrapped up in and is contained in the steel bar concrete (1), noggin piece (2) comprises base plate (3), obturator (4), obturator (4) is alternately on base plate (3), and be linked to be integral body with it, the parallel or quadrature of alternate internal-rib die cavity (5) between obturator (4), cast-in-situ reinforced concrete forms cast in place reinforced bar concrete hidden rib (6) in internal-rib die cavity (5), a plurality of noggin pieces (2) each other alternately, be the close rib of cast-in-situ reinforced concrete master (7) each other, main close rib (7) is main with the common formation of dark rib (6), the structural system that dark rib intersects, it is characterized in that support draw piece (8) is arranged in the described internal-rib die cavity (5), support draw piece (8) is the support draw piece of putting more energy into, and base plate (3) is the concrete base plate.

2, reinforced concrete slab according to claim 1 is characterized in that the described support draw piece (8) of putting more energy into has reinforce (9).

3, reinforced concrete slab according to claim 2 is characterized in that the described support draw piece (8) of putting more energy into has shaped steel reinforce (9)

4, reinforced concrete slab according to claim 1 is characterized in that having the reinforcing bar reinforce (9) of at least one lengthwise to pass at least one internal-rib die cavity (5) and at least two obturators (4), and connects into integral body; The support draw piece (8) of perhaps putting more energy into is the support draw piece that high standard concrete or mortar are made; Perhaps put more energy into to support on the draw piece (8) compound enhancement layer (10) is arranged; Perhaps obturator (4) has three at least and is arranged in parallel on same axis; Perhaps obturator (4) is the filling piece of hollow or light solid.

5, reinforced concrete slab according to claim 1 is characterized in that described obturator (4) inside or skin have structure primary load bearing member (11); Perhaps structure primary load bearing member (11) links with base plate (3); Perhaps structure primary load bearing member (11) is communicated with at least three obturators (4); Perhaps a plurality of structure primary load bearing members (11) are parallel or/and quadrature; Perhaps structure primary load bearing member (11) is at least a in plate, pier, bar, truss or the abacus; Perhaps structure primary load bearing member (11) is concrete or reinforced concrete member; Perhaps be glued between structure primary load bearing member (11) in the obturator (4) and the filling member (4).

6, reinforced concrete slab according to claim 1 is characterized in that at least one side of described base plate (3) is stretched out obturator (4); Perhaps the homonymy of base plate (3) is extended with the obturator (4) more than four; Perhaps the both sides of base plate (3) are extended with four above obturators (4); Two row's obturators (4) are perhaps arranged on the base plate (3).

7, reinforced concrete slab according to claim 1, it is characterized in that containing reinforce (9) in described obturator (4) or the base plate (3), obturator (4) is extended with reinforce (9) and is anchored in the base plate (3), perhaps has reinforce (9) to be anchored in the obturator (4) in the base plate (3); Perhaps the sidewall of obturator (4) is superimposed with vertical rib (12), and vertical rib (12) connects to integral body with base plate (3); Perhaps obturator (4) is that prefabricated obturator and cast-in-place vertical rib are superimposed with vertical rib (12); Perhaps obturator (4) is that prefabricated obturator and prefabricated vertical rib are superimposed with vertical rib (12); Perhaps obturator (4) is that cast-in-place obturator and prefabricated vertical rib are superimposed with vertical rib (12); Perhaps vertical rib (12) is the vertical rib of cement mortar or concrete or steel bar concrete or steel mesh reinforcement concrete; Perhaps obturator (4) is extended with reinforce (9) and is anchored in the superimposed vertical rib (12); Perhaps vertical rib (12) is provided with range line pier (13); Perhaps vertical rib (12) is gone up and the corresponding position of internal-rib die cavity (5) is provided with hole (14) or groove (15), and cast-in-situ reinforced concrete (1) connects hole (14) or groove (15).

8, reinforced concrete slab according to claim 1 is characterized in that the side of described obturator (4) has superimposed reinforcing rib of column (16) and base plate (3) to intersect; Perhaps obturator (4) is provided with at least one in projection (17), reinforcing bar filler strip (18), pit (19) or the hole (14); Perhaps obturator (4) is a prefabricated component, becomes whole with base plate (3) gluing; Perhaps obturator (4) is provided with at least one in inner corner trim (20), chamfering (21) or the arc angle (22); Perhaps obturator (4) includes reinforce (9) by cement mortar or concrete and makes.

9, reinforced concrete slab according to claim 1 is characterized in that the solid obturator that described obturator (4) is made for light material; Perhaps the side of obturator (4) is provided with range line pier (13); Perhaps base plate (3) is wide is 400-1300mm; Perhaps base plate (3) is extended with toss (23), and toss (23) is wide to be 10-110mm; Perhaps internal-rib die cavity (5) is an inverted T-shaped internal-rib die cavity.

10, reinforced concrete slab according to claim 1 is characterized in that the wide 20-120mm of being of described internal-rib die cavity (5); Perhaps structural component for filling is provided with and hangs carrying part (24); Perhaps supportting draw piece (8) is located along the same line; There is the reinforcing bar reinforce (9) of at least one lengthwise to pass in the support draw piece (8) that perhaps is located along the same line; Perhaps support the top rotation angle position that draw piece (8) is positioned at obturator (4).

Images