CN100545388C - A kind of concrete hollow board - Google Patents

Abstract

A kind of concrete hollow board, comprise steel bar concrete (1), Cavity structural member (2), Cavity structural member (2) is wrapped up in and is contained in the steel bar concrete (1), Cavity structural member (2) comprises hollow mould shell (3), structure base plate (4), alternate cavity between the hollow mould shell (3) and structure base plate (4) constitute cast-in-place structural internal-rib die cavity (5), cast-in-situ reinforced concrete forms cast in place reinforced bar concrete hidden rib (6) in internal-rib die cavity (5), a plurality of Cavity structural members (2) each other alternately, be the close rib of cast-in-situ reinforced concrete master (7) each other, it is characterized in that being provided with in the described internal-rib die cavity (5) at least one support draw piece (8), adjacent cavities formwork (3) is connected to each other, hollow mould shell (3) vertically coaxial line is arranged, at least one non-prestressed or prestressed reinforcing bar arranged, steel wire or steel strand (11) connect the wall and the support draw piece (8) of hollow mould shell (3), are connected to each other to integral body.Be applicable to the use such as hollowcore slab, hollow building cover, roof system, sole plate of steel bar concrete.

Description

A kind of concrete hollow board

(1) technical field

The present invention relates to a kind of concrete hollow board.

(2) background technology

Advantages such as at present, at present, the most precast hollow slab that adopts of the building of brick mix structure and reinforced concrete structure is 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 concrete hollow board, because the Cavity structural member of its use is in carrying, work progress, its structure base plate is prone to the phenomenon that fractures, breakage rate is big, thereby the construction inconvenience of concrete hollow board, the construction cost height.Therefore, develop a kind of novel concrete hollow board for being badly in need of.

(3) summary of the invention

The object of the present invention is to provide a kind of concrete hollow board, 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, Cavity structural member, Cavity structural member is wrapped up in and is contained in the steel bar concrete, Cavity structural member comprises hollow mould shell, the structure base plate, hollow mould shell and structure base plate connect into integral body, at least two above hollow mould shells are arranged alternately on the structure base plate, alternate cavity between the hollow mould shell and structure base plate constitute cast-in-place structural internal-rib die cavity, cast-in-situ reinforced concrete forms the cast in place reinforced bar concrete hidden rib in the internal-rib die cavity, a plurality of Cavity structural members each other alternately, be the close rib of cast-in-situ reinforced concrete master each other, main close rib constitutes the master jointly with dark rib, the structural system that dark rib intersects, it is characterized in that being provided with in the described internal-rib die cavity at least one support draw piece, the adjacent cavities formwork is connected to each other, the vertical coaxial line of hollow mould shell is arranged, and at least one non-prestressed or prestressed reinforcing bar arranged, steel wire or steel strand connect the wall and the support draw piece of hollow mould shell, are connected to each other to integral body.Like this, owing to be provided with at least one support draw piece in the internal-rib die cavity, the adjacent cavities formwork is connected to each other, thereby the intensity of Cavity structural member and rigidity are bigger, shock resistance is better, its structure base plate is frangibility more not, and breakage rate is low, and carrying is more convenient with construction, and, the vertical coaxial line of hollow mould shell is arranged, thereby the construction of concrete hollow board is more convenient, and construction cost is low, and mechanical property is better, thereby reached purpose of the present invention, be applicable to the hollowcore slab of cast-in-situ reinforced concrete or prestressed reinforced concrete, hollow building cover, roof system, sole plate, body of wall and hollow bridges are used, and are specially adapted to hollow arch without beam and use.

Feature of the present invention is that also one side at least of described structure base plate is extended with toss.Like this, Cavity structural member construction is laid more convenient, and its toss of stretching out after the amalgamation, can replace construction formwork each other, can further reduce construction cost, the corresponding cost that reduces hollowcore slab.

Feature of the present invention also is the wide 10-110mm of being of described toss.Like this, can be according to the needs of different actual conditions, the width that can adjust toss satisfies it and uses needs.

Feature of the present invention is that also at least one non-prestressed or prestressed reinforcing bar, steel wire or steel strand are arranged in described hollow mould shell or the structure base plate.Like this, after at least one non-prestressed or prestressed reinforcing bar, steel wire or steel strand are arranged in hollow mould shell or structure base plate, can improve the strength and stiffness of hollow mould shell or structure base plate greatly, perhaps make it become prestressed member, thereby improved the force structure of hollowcore slab, made the force structure of hollowcore slab more good, reasonable.

Feature of the present invention also be on the wall of described hollow mould shell or have on the structure base plate in the cavity of reinforcing rib or hollow mould shell supporting rod is arranged or the floor of putting more energy at least a.Like this, on the wall of hollow mould shell or have on the structure base plate in the cavity of reinforcing rib or hollow mould shell and supporting rod is arranged or the floor of putting more energy into, can strengthen the supporting capacity of Cavity structural member greatly, reduce the proportion of goods damageds of Cavity structural member in transportation, installation, work progress, save material, reduce the cost of hollowcore slab.

Feature of the present invention also be described reinforcing rib or/and supporting rod or/and be provided with reinforcing bar or steel mesh reinforcement in the floor of putting more energy into.Like this, reinforcing rib is or/and supporting rod or/and be provided with reinforcing bar or steel mesh reinforcement in the floor of putting more energy into, has been strengthened the rigidity and the intensity of reinforcing rib, supporting rod, the floor of putting more energy into, the corresponding mechanical property that can improve hollowcore slab greatly greatly.

Feature of the present invention is that also described reinforcing bar or steel mesh reinforcement expose outside the hollow mould shell.Like this, reinforcing bar or steel mesh reinforcement expose outside the hollow mould shell, but convenient construction process hollow core simultaneously, is bonded to integral body with Cast-in-place concrete with Cavity structural member binding, installation and only floating, can make the globality of hollowcore slab better.

Feature of the present invention also is on the described hollow mould shell fluted.Like this, cast-in-situ reinforced concrete forms Cast-in-place concrete muscle, piece, bar, rod member or pier, and the Cast-in-place concrete that has constituted inner local reinforcement in the cast-in-place hollow slab adds competent structure, thereby makes structure more reasonable.

Feature of the present invention also is to have in the described groove at least a in back superimposed reinforcing bar, steel wire or the steel strand.Like this, Cast-in-place concrete pours in the groove, and reinforcing bar, steel wire or the steel strand superimposed with the back combine the cast-in-place steel bar concrete primary structure member of formation, can improve the structural strength and the rigidity of hollowcore slab greatly.

Feature of the present invention is that also described hollow mould shell is the integral finish hollow mould shell.Like this, when hollow mould shell was the integral finish hollow mould shell, the hollow mould shell overall performance was good, cracky not, and hollow mould shell can be emptied the concrete that does not stress in the plate, reduces the deadweight of plate, helps reducing the cost of plate.

Feature of the present invention is that also described hollow mould shell is the opening of at least two amalgamations or the form unit of remaining silent composition.Like this, when hollow mould shell was made up of the opening of two amalgamations or the form unit of remaining silent at least, hollow mould shell was manufactured conveniently, and speed of production is fast, helps reducing cost and flexible Application, and the construction of corresponding hollowcore slab is more convenient, and construction cost is lower.

Feature of the present invention is that also described form unit partly is the hard shell, and part is soft shell, perhaps is filled with light material in it.Like this, can as pipe built-in etc., can on soft shell, slot or punch, make things convenient for the pre-buried of pipeline, be very easy to construction application according to the different situations needs.

Feature of the present invention is that also described hollow mould shell is the sealed hollow formwork.Like this, when hollow mould shell was the sealed hollow formwork, concrete can not enter in the hollow mould shell, can play the effect of emptying concrete effectively, reduced the deadweight of hollowcore slab, improved the hollow rate of hollowcore slab.

Feature of the present invention is that also described support draw piece is a truss support draw piece.Like this, truss support draw piece has that rigidity is big, advantages of high strength, and it is more solid and reliable to make that member connects, and can be used as the enhancing skeleton of the dark close rib of cast-in-situ reinforced concrete in the hollowcore slab.

Feature of the present invention is that also described support draw piece is the compound rod member of tubulose.Like this, the support draw piece is the compound rod member of tubulose, has big, the advantages of high strength of rigidity, and it is more solid and reliable to make that member connects, and can be used as the enhancing skeleton of the dark close rib of cast-in-situ reinforced concrete in the hollowcore slab.

Feature of the present invention is that also described support draw piece is the compound rod member of stratiform.Like this, the support draw piece is the compound rod member of stratiform, has big, the advantages of high strength of rigidity, and it is more solid and reliable to make that member connects, and can be used as the enhancing skeleton of the dark close rib of cast-in-situ reinforced concrete in the hollowcore slab.

Feature of the present invention also is to contain reinforce in described hollow mould shell or the structure base plate, and hollow mould shell is extended with reinforce and is anchored in the structure base plate, perhaps has reinforce to be anchored in the hollow mould shell in the structure base plate.Like this, be provided with the structure base plate of reinforce and the intensity of hollow mould shell and obtained improving greatly, the strength and stiffness of corresponding hollowcore slab are better.

Feature of the present invention is that also the sidewall of described hollow mould shell is superimposed with vertical rib, and vertical rib and structure base plate connect to integral body.Like this, the sidewall of hollow mould shell is superimposed with vertical rib, and vertical rib and base plate connect to integral body, can improve the overall performance of hollowcore slab with Cavity structural member greatly, the overall performance of corresponding raising hollowcore slab and mechanical property.

Feature of the present invention is that also described hollow mould shell and vertical rib are that prefabricated formwork 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 hollow mould shell is difficult for becoming flexible, dropping, and has improved the quality of hollowcore slab with Cavity structural member, has improved the globality of hollowcore slab.

Feature of the present invention is that also described hollow mould shell and vertical rib are that prefabricated formwork and prefabricated vertical rib are superimposed.Like this, when hollow mould shell 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 hollowcore slab.

Feature of the present invention is that also described hollow mould shell and vertical rib are that cast-in-place formwork and prefabricated vertical rib are superimposed.Like this, cast-in-place and prefabricated structure combining form has reduced the production difficulty, simultaneously, both are in conjunction with firm, and hollow mould shell and vertical rib are difficult for becoming flexible, dropping, improved the quality of hollowcore slab, improved the globality of hollowcore slab, reduced construction cost with Cavity structural member.

Feature of the present invention is that also described structure base plate and vertical rib are the structure base plate or the vertical rib of cement mortar or concrete.

Feature of the present invention is that also concrete is steel bar concrete or steel mesh reinforcement concrete.Like this, the diversity of structure base plate and vertical rib manufacturing materials can make things convenient for its making to draw materials nearby, reduces the cost of hollowcore slab with Cavity structural member, the corresponding construction cost that reduces hollowcore slab.

Feature of the present invention is that also described hollow mould shell is extended with reinforce and is anchored in the superimposed vertical rib.Like this, the connection by reinforce makes it can cracking destruction in application process, has improved the quality of hollowcore slab with Cavity structural member greatly, improves the overall performance and the mechanical property of hollowcore slab.

Feature of the present invention is that also described vertical rib is provided with the range line pier.Like this, by the range line pier that on vertical rib, is provided with, can carry out accurate range line location with Cavity structural member to hollowcore slab, 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 hollowcore slab is carried out quality control.

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.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 internal-rib die cavity has formed elongated cast-in-place concrete hidden rib, can increase substantially the overall performance and the mechanical property of hollowcore slab.

Feature of the present invention is that also the side shell of described hollow mould shell has superimposed reinforcing rib of column and structure base plate to intersect.Like this, when the side of hollow mould shell had superimposed reinforcing rib of column and base plate to intersect, the superimposed reinforcing rib of column connected to whole stressed member with structure base plate and hollow mould shell, has improved the globality and the mechanical property of hollowcore slab.

Feature of the present invention is that also described hollow mould shell is provided with at least one in projection, reinforcing bar filler strip, pit or the hole.Like this, projection, reinforcing bar filler strip can accurately be located reinforcing bar, guarantee the pouring quality of hollowcore slab, and Cast-in-place concrete pours in pit or the hole can corresponding formation Cast-in-place concrete load-carrying construction member, can improve the structural performance of hollowcore slab effectively.

Feature of the present invention also is what at least one sidewall of described hollow mould shell and structure base plate were formed in one.Like this, at least one sidewall of hollow mould shell and structure base plate are formed in one, and can improve the globality of hollowcore slab greatly.

Feature of the present invention is that also described hollow mould shell is a prefabricated component, forms integral body with the structure 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 hollow mould shell is difficult for becoming flexible, dropping, and has improved the quality of hollowcore slab.

Feature of the present invention is that also the top board of described hollow mould shell is a superimposed sheet.Like this, the top board of hollow mould shell is a superimposed sheet, and the production of hollow mould shell is more convenient, and cost is lower, and the construction cost of corresponding hollowcore slab is lower.

Feature of the present invention is that also described hollow mould shell is provided with at least one in inner corner trim, chamfering or the arc angle.Like this, Cast-in-place concrete pours in above-mentioned inner corner trim, chamfering or the arc angle, and corresponding formation connects or the local Cast-in-place concrete member of strengthening, and increased substantially the overall performance and the mechanical property of hollowcore slab.

Feature of the present invention is that also glued joint close is arranged on the described hollow mould shell.Like this, when on the hollow mould shell glued joint close being arranged, can strengthen the construction of more convenient hollowcore slab to the junction.

Feature of the present invention is that also the wall of described hollow mould shell is gauze wire cloth or fleece or fibre mortar wall.Like this, the variation of the material of the wall of hollow mould shell can be satisfied the needs of different situations.

Feature of the present invention is that also the wall of described hollow mould shell is the concrete wall.

Feature of the present invention is that also concrete is gauze wire cloth concrete or fleece concrete or fiber concrete.Like this, the variation of the material of the wall of hollow mould shell can be satisfied the needs of different situations.

Feature of the present invention is that also the wall of described hollow mould shell is plastics or metal wooden partition.Like this, the variation of the material of the wall of hollow mould shell can be satisfied the needs of different situations.

Feature of the present invention is that also the side shell of described hollow mould shell is provided with the range line pier.Like this, the side by hollow mould shell is provided with the range line pier, can guarantee the width or the thickness of Cast-in-place concrete effectively, makes the constructor be easy to hollowcore slab is carried out quality control.

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

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 hollowcore slab 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 can make things convenient for practical application greatly.

Feature of the present invention also is to have in the described elongated support draw piece non-prestressed or prestressed reinforcing bar, steel wire or the steel strand of at least one lengthwise to pass.Like this, the support draw piece that the reinforcing bar that lengthwise passes will be located along the same line is linked to be integral body, and the support draw piece can connect stressed, make hollowcore slab be difficult for being damaged with Cavity structural member, the proportion of goods damageds of product can be reduced effectively, simultaneously, the mechanical property of hollowcore slab can be improved greatly.

Feature of the present invention is that also two upper lateral part rotation angle positions of described hollow mould shell are provided with elongated support draw piece.Like this, the transmission force property of hollow mould shell is good, and in carrying and work progress, hollow mould shell upper part rotation angle position is difficult for destroyed, has reduced the proportion of goods damageds of member, simultaneously, has improved the mechanical property of hollowcore slab.

Feature of the present invention also is to have in the described structure base plate shaped steel to strengthen.Like this, when having shaped steel to strengthen in the structure base plate, the intensity of structure base plate has obtained strengthening significantly, makes the structure base plate can bear bigger load, fully satisfies actual needs.

Feature of the present invention also is to have in the structure base plate at position, described internal-rib die cavity place shaped steel to strengthen.Like this, when having shaped steel to strengthen in the structure base plate at position, internal-rib die cavity place, the intensity of the structure base plate at position, internal-rib die cavity place has obtained significantly strengthening, and makes the structure base plate can bear bigger load, fully satisfies the needs of different situations.

Feature of the present invention is that also described shaped steel is band iron, angle steel or i shaped steel.Like this, the variation of shaped steel can be satisfied the needs of different actual conditions.

(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.

(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, Cavity structural member 2, Cavity structural member 2 is wrapped up in and is contained in the steel bar concrete 1, Cavity structural member 2 comprises hollow mould shell 3, structure base plate 4, hollow mould shell 3 connects into integral body with structure base plate 4, at least two above hollow mould shells 3 are arranged alternately on the structure base plate 4, alternate cavity between the hollow mould shell 3 and structure base plate 4 constitute cast-in-place structural internal-rib die cavity 5, cast-in-situ reinforced concrete forms cast in place reinforced bar concrete hidden rib 6 in internal-rib die cavity 5, a plurality of Cavity structural members 2 each other alternately, be the close rib 7 of cast-in-situ reinforced concrete master 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 being provided with in the described internal-rib die cavity 5 at least one support draw piece 8, adjacent cavities formwork 3 is connected to each other, hollow mould shell 3 vertical coaxial lines are arranged, and at least one non-prestressed or prestressed reinforcing bar arranged, steel wire or steel strand 11 connect the wall and the support draw piece 8 of hollow mould shell 3, are connected to each other to integral body.In each accompanying drawing, 1 is steel bar concrete, and 2 is Cavity structural member, and 3 is hollow mould shell, and 4 is the structure base plate, and 5 is the internal-rib die cavity, and 6 is the cast in place reinforced bar concrete hidden rib, and 7 is the close rib of cast-in-situ reinforced concrete master, and 8 are the support draw piece, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 3, there is reinforcing bar 11 to connect the wall and the support draw piece 8 of hollow mould shell 3 in its described hollow mould shell 3.

Feature of the present invention is that also one side at least of described structure base plate 4 is extended with toss 10.As shown in Figure 2, its described structure base plate 4 is extended with toss 10.

Feature of the present invention also is the described toss 10 wide 10-110mm of being.As shown in Figure 2, its described toss 10 is wide is 110mm.

Feature of the present invention is that also at least one non-prestressed or prestressed reinforcing bar, steel wire or steel strand 11 are arranged in described hollow mould shell 3 or the structure base plate 4.As shown in Figure 3, in its described structure base plate 4 nonprestressed reinforcement 11 is arranged.

Feature of the present invention also be on the wall of described hollow mould shell 3 or have on the structure base plate 4 in the cavity of reinforcing rib 12 or hollow mould shell 3 supporting rod 13 is arranged or the floor 14 of putting more energy at least a.As shown in Figure 4, reinforcing rib 12 is arranged on the wall of its described hollow mould shell 3, the supporting rod 13 and the floor 14 of putting more energy into are arranged in the cavity of hollow mould shell 3.

Feature of the present invention also be described reinforcing rib 12 or/and supporting rod 13 or/and be provided with reinforcing bar 11 or steel mesh reinforcement 15 in the floor 14 of putting more energy into.As shown in Figure 4, be provided with reinforcing bar 11 in its described supporting rod 13.

Feature of the present invention is that also described reinforcing bar 11 or steel mesh reinforcement 15 expose outside the hollow mould shell 3.As shown in Figure 4, its described supporting rod 13, reinforcing bar 11 expose outside the hollow mould shell 3.

Feature of the present invention also is on the described hollow mould shell 3 fluted 16.As shown in Figure 5, on its described hollow mould shell 3 fluted 16.

Feature of the present invention also is to have in the described groove 16 at least a in back superimposed reinforcing bar, steel wire or the steel strand 11.As shown in Figure 5, the superimposed reinforcing bar 11 in back is arranged in its described groove 16.

Feature of the present invention is that also described hollow mould shell 3 is integral finish hollow mould shell 3.As shown in Figure 6, its described hollow mould shell 3 is an integral finish hollow mould shell 3.

Feature of the present invention is that also described hollow mould shell 3 is the opening of at least two amalgamations or form unit 17 compositions of remaining silent.As shown in Figure 7, its described hollow mould shell 3 is form unit 17 compositions of remaining silent of two amalgamations.

Feature of the present invention is that also described form unit 17 parts are the hard shell, and part is soft shell, perhaps is filled with light material 18 in it.As shown in Figure 7, be filled with light material 18 in its described form unit 17.

Feature of the present invention is that also described hollow mould shell 3 is the sealed hollow formwork.As shown in Figure 8, its described hollow mould shell 3 is the sealed hollow formwork.

Feature of the present invention is that also described support draw piece 8 is truss support draw piece.As shown in Figure 8, its described support draw piece 8 is truss support draw piece.

Feature of the present invention is that also described support draw piece 8 is the compound rod member of tubulose.As shown in Figure 9, its described support draw piece 8 is the compound rod member of tubulose.

Feature of the present invention is that also described support draw piece 8 is the compound rod member of stratiform.As shown in figure 10, its described support draw piece 8 is the compound rod member of stratiform.

Feature of the present invention also is to contain reinforce 19 in described hollow mould shell 3 or the structure base plate 4, and hollow mould shell 3 is extended with reinforce 19 and is anchored in the structure base plate 4, perhaps has reinforce 19 to be anchored in the hollow mould shell 3 in the structure base plate 4.As shown in figure 11, contain reinforce 19 in its described hollow mould shell 3, hollow mould shell 3 is extended with reinforce 19 and is anchored in the structure base plate 4.

Feature of the present invention is that also the sidewall of described hollow mould shell 3 is superimposed with vertical rib 20, and vertical rib 20 connects to integral body with structure base plate 4.As shown in figure 11, the sidewall of its described hollow mould shell 3 is superimposed with vertical rib 20, and vertical rib 20 connects to integral body with structure base plate 4.

Feature of the present invention is that also described hollow mould shell 3 and vertical rib 20 are that prefabricated formwork and cast-in-place vertical rib are superimposed.As shown in figure 11, its described hollow mould shell 3 is that prefabricated formwork and cast-in-place vertical rib are superimposed with vertical rib 20.

Feature of the present invention is that also described hollow mould shell 3 and vertical rib 20 are that prefabricated formwork and prefabricated vertical rib are superimposed.As shown in figure 12, its described hollow mould shell 3 is that prefabricated formwork and prefabricated vertical rib are superimposed with vertical rib 20.

Feature of the present invention is that also described hollow mould shell 3 and vertical rib 20 are that cast-in-place formwork and prefabricated vertical rib are superimposed.As shown in figure 13, its described hollow mould shell 3 is that cast-in-place formwork and prefabricated vertical rib are superimposed with vertical rib 20.

Feature of the present invention is that also described structure base plate 4 and vertical rib 20 are the structure base plate or the vertical rib of cement mortar or concrete.

Feature of the present invention is that also concrete is steel bar concrete or steel mesh reinforcement concrete.

As shown in figure 13, its described structure base plate 4 and vertical rib 20 are the structure base plate and the vertical rib of steel mesh reinforcement concrete.

Feature of the present invention is that also described hollow mould shell 3 is extended with reinforce 19 and is anchored in the superimposed vertical rib 20.As shown in figure 11, its described hollow mould shell 3 is extended with reinforce 19 and is anchored in the superimposed vertical rib 20.

Feature of the present invention is that also described vertical rib 20 is provided with range line pier 21.As shown in figure 13, its described vertical rib 20 is provided with range line pier 21.

Feature of the present invention also is to be provided with hole 22 or groove 16 with internal-rib die cavity 5 corresponding positions on the described vertical rib 20.As Figure 13, shown in Figure 14, be respectively arranged with hole 22 and groove 16 on its described vertical rib 20 with on the internal-rib die cavity 5 corresponding positions.

Feature of the present invention is that also the side shell of described hollow mould shell 3 has superimposed reinforcing rib 12 of column and structure base plate 4 to intersect.As shown in figure 15, the side shell of its described hollow mould shell 3 has superimposed reinforcing rib 12 of column and structure base plate 4 to intersect.

Feature of the present invention is that also described hollow mould shell 3 is provided with at least one in projection 23, reinforcing bar filler strip 24, pit 25 or the hole 22.As shown in figure 15, its described hollow mould shell 3 is provided with projection 23, reinforcing bar filler strip 24 and pit 25.

Feature of the present invention also is what at least one sidewall of described hollow mould shell 3 and structure base plate 4 were formed in one.As shown in figure 15, the sidewall of its described hollow mould shell 3 and structure base plate 4 are formed in one.

Feature of the present invention is that also described hollow mould shell 3 is prefabricated component, becomes whole with 4 gluings of structure base plate.As shown in Figure 8, its described hollow mould shell 3 is a prefabricated component, becomes whole with 4 gluings of structure base plate.

Feature of the present invention is that also the top board 26 of described hollow mould shell 3 is superimposed sheet.As shown in figure 15, the top board 26 of its described hollow mould shell 3 is a superimposed sheet.

Feature of the present invention is that also described hollow mould shell 3 is provided with at least one in inner corner trim 27, chamfering 28 or the arc angle 29.As shown in figure 16, its described hollow mould shell 3 is provided with inner corner trim 27, chamfering 28 and arc angle 29.

Feature of the present invention is that also glued joint close 30 is arranged on the described hollow mould shell 3.As shown in figure 17, on its described hollow mould shell 3 glued joint close 30 is arranged.

Feature of the present invention is that also the wall of described hollow mould shell 3 is gauze wire cloth or fleece or fibre mortar wall.As shown in figure 16, the wall of its described hollow mould shell 3 is the wire mesh mortar wall.

Feature of the present invention is that also the wall of described hollow mould shell 3 is the concrete wall.

Feature of the present invention is that also concrete is gauze wire cloth concrete or fleece concrete or fiber concrete.

As shown in figure 16, the wall of its described hollow mould shell 3 is a fiber concrete wall.

Feature of the present invention is that also the wall of described hollow mould shell 3 is plastics or metal wooden partition.As shown in Figure 2, the wall of its described hollow mould shell 3 is plastics or metal wooden partition.

Feature of the present invention is that also the side shell of described hollow mould shell 3 is provided with range line pier 21.As shown in figure 17, the side shell of its described hollow mould shell 3 is provided with range line pier 21.

Feature of the present invention also is the described structure base plate 4 wide 400-1300mm of being.As shown in figure 17, its described structure base plate 4 is wide is 1300mm.

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 17, 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 17, its described internal-rib die cavity 5 is wide is 120mm.

Feature of the present invention also is to have in the described elongated support draw piece 8 non-prestressed or prestressed reinforcing bar, steel wire or the steel strand 11 of at least one lengthwise to pass.As shown in Figure 3, there is the prestressed reinforcing bar 11 of lengthwise to pass in its described elongated support draw piece 8.

Feature of the present invention is that also two upper lateral part rotation angle positions of described hollow mould shell 3 are provided with elongated support draw piece 8.As shown in Figure 3, two upper lateral part rotation angle positions of its described hollow mould shell 3 are provided with elongated support draw piece 8.

Feature of the present invention also is to have in the described structure base plate 4 shaped steel 31 to strengthen.As shown in figure 17, there is shaped steel 31 to strengthen in its described structure base plate 4.

Feature of the present invention also is to have in the structure base plate 4 at position, described internal-rib die cavity 5 place shaped steel 31 to strengthen.As shown in figure 17, there is shaped steel 31 to strengthen in the structure base plate 4 at its position, described internal-rib die cavity 5 place.

Feature of the present invention is that also described shaped steel 31 is band iron, angle steel or i shaped steel.As shown in figure 17, its described shaped steel 31 is band iron.

During the invention process, press earlier construction requirement mounting bracket or template, lay Cavity structural member 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 concrete hollow board.

Claims (47)

1, a kind of concrete hollow board, comprise steel bar concrete (1), Cavity structural member (2), Cavity structural member (2) is wrapped up in and is contained in the steel bar concrete (1), Cavity structural member (2) comprises hollow mould shell (3), structure base plate (4), hollow mould shell (3) connects into integral body with structure base plate (4), at least two above hollow mould shells (3) are arranged alternately on the structure base plate (4), alternate cavity between the hollow mould shell (3) and structure base plate (4) constitute cast-in-place structural internal-rib die cavity (5), cast-in-situ reinforced concrete forms cast in place reinforced bar concrete hidden rib (6) in internal-rib die cavity (5), a plurality of Cavity structural members (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 being provided with in the described internal-rib die cavity (5) at least one support draw piece (8), adjacent cavities formwork (3) is connected to each other, hollow mould shell (3) vertically coaxial line is arranged, at least one non-prestressed or prestressed reinforcing bar arranged, steel wire or steel strand (11) connect the wall and the support draw piece (8) of hollow mould shell (3), are connected to each other to integral body.

2, concrete hollow board according to claim 1, it is characterized in that described structure base plate (4) Yi Bian be extended with toss (10) at least.

3, concrete hollow board according to claim 2 is characterized in that the wide 10-110mm of being of described toss (10).

4, concrete hollow board according to claim 1 is characterized in that at least one non-prestressed or prestressed reinforcing bar, steel wire or steel strand (11) are arranged in described hollow mould shell (3) or the structure base plate (4).

5, concrete hollow board according to claim 1 is characterized in that on the wall of described hollow mould shell (3) or has on the structure base plate (4) that at least a in supporting rod (13) or the floor of putting more energy into (14) arranged in the cavity of reinforcing rib (12) or hollow mould shell (3).

6, concrete hollow board according to claim 5, it is characterized in that described reinforcing rib (12) or/and supporting rod (13) or/and be provided with reinforcing bar (11) or steel mesh reinforcement (15) in the floor of putting more energy into (14).

7, concrete hollow board according to claim 6 is characterized in that described reinforcing bar (11) or steel mesh reinforcement (15) expose outside the hollow mould shell (3).

8, concrete hollow board according to claim 1 is characterized in that described hollow mould shell (3) upward fluted (16).

9, concrete hollow board according to claim 8 is characterized in that having in the described groove (16) at least a in back superimposed reinforcing bar, steel wire or the steel strand (11).

10, concrete hollow board according to claim 1 is characterized in that described hollow mould shell (3) is an integral finish hollow mould shell (3).

11, concrete hollow board according to claim 1 is characterized in that the open shutting spare composition of described hollow mould shell (3) at least two amalgamations.

12, concrete hollow board according to claim 1 is characterized in that remain silent form unit (17) composition of described hollow mould shell (3) at least two amalgamations.

13, concrete hollow board according to claim 12 is characterized in that described form unit (17) part is the hard shell, and part is soft shell, perhaps is filled with light material (18) in it.

14, concrete hollow board according to claim 1 is characterized in that described hollow mould shell (3) is the sealed hollow formwork.

15, concrete hollow board according to claim 1 is characterized in that described support draw piece (8) is truss support draw piece.

16, concrete hollow board according to claim 1 is characterized in that described support draw piece (8) is the compound rod member of tubulose.

17, concrete hollow board according to claim 1 is characterized in that described support draw piece (8) is the compound rod member of stratiform.

18, concrete hollow board according to claim 1, it is characterized in that containing reinforce (19) in described hollow mould shell (3) or the structure base plate (4), hollow mould shell (3) is extended with reinforce (19) and is anchored in the structure base plate (4), perhaps has reinforce (19) to be anchored in the hollow mould shell (3) in the structure base plate (4).

19, concrete hollow board according to claim 18 is characterized in that the sidewall of described hollow mould shell (3) is superimposed with vertical rib (20), and vertical rib (20) connects to integral body with structure base plate (4).

20, concrete hollow board according to claim 19 is characterized in that described hollow mould shell (3) and vertical rib (20) are that prefabricated formwork and cast-in-place vertical rib are superimposed.

21, concrete hollow board according to claim 19 is characterized in that described hollow mould shell (3) and vertical rib (20) are that prefabricated formwork and prefabricated vertical rib are superimposed.

22, concrete hollow board according to claim 19 is characterized in that described hollow mould shell (3) and vertical rib (20) are that cast-in-place formwork and prefabricated vertical rib are superimposed.

23, concrete hollow board according to claim 19 is characterized in that described structure base plate (4) and vertical rib (20) structure base plate or the vertical rib for cement mortar or concrete.

24, concrete hollow board according to claim 23 is characterized in that concrete is steel bar concrete or steel mesh reinforcement concrete.

25, concrete hollow board according to claim 19 is characterized in that described hollow mould shell (3) is extended with reinforce (19) and is anchored in the superimposed vertical rib (20).

26, concrete hollow board according to claim 19 is characterized in that described vertical rib (20) is provided with range line pier (21).

27, concrete hollow board according to claim 19 is characterized in that described vertical rib (20) is gone up and the corresponding position of internal-rib die cavity (5) is provided with hole (22) or groove (16).

28, concrete hollow board according to claim 18 is characterized in that the side shell of described hollow mould shell (3) has superimposed reinforcing rib of column (12) and structure base plate (4) to intersect.

29, concrete hollow board according to claim 1 is characterized in that described hollow mould shell (3) is provided with at least one in projection (23), reinforcing bar filler strip (24), pit (25) or the hole (22).

30, concrete hollow board according to claim 1 is characterized in that what at least one sidewall of described hollow mould shell (3) and structure base plate (4) were formed in one.

31, concrete hollow board according to claim 1 is characterized in that described hollow mould shell (3) is a prefabricated component, becomes whole with structure base plate (4) gluing.

32, concrete hollow board according to claim 1, the top board (26) that it is characterized in that described hollow mould shell (3) is a superimposed sheet.

33, concrete hollow board according to claim 1 is characterized in that described hollow mould shell (3) is provided with at least one in inner corner trim (27), chamfering (28) or the arc angle (29).

34, concrete hollow board according to claim 1 is characterized in that glued joint close (30) is arranged on the described hollow mould shell (3).

35, concrete hollow board according to claim 1, the wall that it is characterized in that described hollow mould shell (3) are gauze wire cloth or fleece or fibre mortar wall.

36, concrete hollow board according to claim 1, the wall that it is characterized in that described hollow mould shell (3) is the concrete wall.

37, concrete hollow board according to claim 36 is characterized in that concrete is gauze wire cloth concrete or fleece concrete or fiber concrete.

38, concrete hollow board according to claim 1, the wall that it is characterized in that described hollow mould shell (3) are plastics or metal wooden partition.

39, concrete hollow board according to claim 1 is characterized in that the side shell of described hollow mould shell (3) is provided with range line pier (21).

40, concrete hollow board according to claim 1 is characterized in that the wide 400-1300mm of being of described structure base plate (4).

41, concrete hollow board according to claim 1 is characterized in that described internal-rib die cavity (5) is an inverted T-shaped internal-rib die cavity.

42, concrete hollow board according to claim 1 is characterized in that the wide 20-120mm of being of described internal-rib die cavity (5).

43, concrete hollow board according to claim 1 is characterized in that having in the described elongated support draw piece (8) that non-prestressed or prestressed reinforcing bar, steel wire or the steel strand (11) of at least one lengthwise pass.

44, concrete hollow board according to claim 1 is characterized in that two upper lateral part rotation angle positions of described hollow mould shell (3) are provided with elongated support draw piece (8).

45, concrete hollow board according to claim 1 is characterized in that having in the described structure base plate (4) shaped steel (31) to strengthen.

46,, it is characterized in that having in the structure base plate (4) at described internal-rib die cavity (5) position, place shaped steel (31) to strengthen according to the described concrete hollow board of claim 45.

47,, it is characterized in that described shaped steel (31) is band iron, angle steel or i shaped steel according to the described concrete hollow board of claim 45.

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