CN1779136B - Hollow concrete slab - Google Patents
Hollow concrete slab Download PDFInfo
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- CN1779136B CN1779136B CN 200410097701 CN200410097701A CN1779136B CN 1779136 B CN1779136 B CN 1779136B CN 200410097701 CN200410097701 CN 200410097701 CN 200410097701 A CN200410097701 A CN 200410097701A CN 1779136 B CN1779136 B CN 1779136B
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- 239000004567 concrete Substances 0.000 title claims abstract description 205
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 33
- 239000000945 filler Substances 0.000 claims abstract description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 58
- 238000009415 formwork Methods 0.000 claims description 56
- 238000011065 in-situ storage Methods 0.000 claims description 25
- 229910000831 Steel Inorganic materials 0.000 claims description 15
- 239000010959 steel Substances 0.000 claims description 15
- 230000002787 reinforcement Effects 0.000 claims description 14
- 239000004744 fabric Substances 0.000 claims description 9
- 210000001503 joint Anatomy 0.000 claims description 8
- 239000011083 cement mortar Substances 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 5
- 208000002925 dental caries Diseases 0.000 claims description 5
- 238000006073 displacement reaction Methods 0.000 claims description 5
- 239000000758 substrate Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 27
- 238000009434 installation Methods 0.000 description 9
- 239000003351 stiffener Substances 0.000 description 7
- 239000000463 material Substances 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 238000005336 cracking Methods 0.000 description 3
- 230000006378 damage Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 238000009416 shuttering Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 230000002457 bidirectional effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 102000045246 noggin Human genes 0.000 description 1
- 108700007229 noggin Proteins 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
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Abstract
A lightweight reinforced concrete comprises concrete cast in site, hollow components as fillers spaced each other and contained in the former, and some internal ribs are cast in site. Some hollow mould shells are arranged on the substrate to form internal mould cavities, which are equipped with supporting parts in them and grooves on the said shells. The grooves on the adjacent pre-fabricated open or closed mould shells, at least two of them, are aligned and filled with reinforced concrete connected with the supporting parts in the internal mould cavities. The concrete can be used as roof.
Description
(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, reduced the thickness of superstructure, alleviate dead load, reduced cost.But the Cavity structural member in this concrete hollow board is in carrying, work progress, its structure base plate is prone to the phenomenon that fractures, breakage rate is big, carrying, construction inconvenience have increased construction cost, simultaneously, it manufactures trouble, cost is higher, therefore, develops 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 cast-in-situ reinforced concrete, cavity structural member for filling, cavity structural member for filling each other alternately, and wrap up in and be contained in the cast-in-situ reinforced concrete, cavity structural member for filling is the Cast-in-place concrete rib each other, cavity structural member for filling comprises a plurality of pre-formed members or sealed hollow formwork, the structure base plate, at least two pre-formed members or sealed hollow formwork are arranged alternately on the structure base plate, alternate hollow mould shell and structure base plate constitute cast-in-place with structure internal-rib die cavity, hollow mould shell and structure base plate connect into integral body, there is cast-in-situ reinforced concrete to form the Cast-in-place concrete internal-rib in the internal-rib die cavity, and link to each other with the Cast-in-place concrete rib, it is characterized in that being provided with the support draw piece in the described internal-rib die cavity, on pre-formed members or the sealed hollow formwork at least one groove is arranged, at least two grooves of adjacent pre-formed members or sealed hollow formwork are on same straight line, and the groove on the same straight line is superimposed with the rear pouring concrete bar, and the concrete bar links to each other with support draw piece in the alternate internal-rib die cavity.Like this, owing to be provided with the support draw piece in the internal-rib die cavity, on pre-formed members or the sealed hollow formwork at least one groove is arranged, at least two grooves of adjacent pre-formed members or sealed hollow formwork are on same straight line, and the groove on the same straight line is superimposed with the rear pouring concrete bar, and the concrete bar links to each other with support draw piece in the alternate internal-rib die cavity, thereby the intensity of the Cavity structural member in the concrete hollow board and rigidity are bigger, shock resistance is better, and the structure base plate is frangibility more not, and carrying is more convenient with construction; Therefore, this concrete hollow board plate has characteristics such as easy construction, cost is low, mechanical property is good, thereby reached purpose of the present invention, the 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 also is to have in the concrete bar of described groove at least one taeniae reinforcing bar or steel strand to pass superimposed concrete bar and support draw piece.Like this, support draw piece and concrete bar have connected into integral body, can improve the support and the resistance to tension of support draw piece greatly.
Feature of the present invention is that also at least one vertical groove is arranged on described opening or the sealed hollow formwork, is superimposed with vertical concrete bar drawknot structure base plate in it.Like this, can improve the connection reliability between hollow mould shell and the structure base plate greatly, make its pile up, transport, not easily separated in installation and the work progress, can reduce the proportion of goods damageds of Cavity structural member greatly, reduce cost.
Feature of the present invention is that also reinforcing bar or steel strand are longitudinally arranged in the described structure base plate.Like this, reinforcing bar or steel strand are longitudinally arranged in the structure base plate, can improve the strength and stiffness of structure base plate greatly, improve its force structure, make its force structure more good, reasonable.
Feature of the present invention also is to have on the described hollow mould shell reinforcing bar at least one vertical reinforcing bar drawknot structure base plate.Like this, when the reinforcing bar in the vertical reinforcing bar drawknot structure base plate is arranged on hollow mould shell, connection reliability between can improving at the bottom of hollow mould shell and the structure, make its pile up, transport, not easily separated in installation and the work progress, can reduce the proportion of goods damageds of Cavity structural member greatly, reduce cost, simultaneously, can improve the strength and stiffness of hollow mould shell greatly, improve its force structure, make its force structure more good, reasonable.
Feature of the present invention also is to have on the described hollow mould shell at least one vertical reinforcing bar interior reinforcing bar and the interior taeniae reinforcing bar of groove of drawknot structure base plate simultaneously.Like this, vertical reinforcing bar is arranged simultaneously when the reinforcing bar in the drawknot structure base plate and the taeniae reinforcing bar in the groove on hollow mould shell, connection reliability between having improved at the bottom of hollow mould shell and the structure, make its pile up, transport, not easily separated in installation and the work progress, can reduce the proportion of goods damageds of Cavity structural member greatly, reduce cost, simultaneously, can improve the strength and stiffness of hollow mould shell greatly, improve its force structure, make its force structure more good, reasonable.
Feature of the present invention is that also being extended with reinforce on described opening or the sealed hollow formwork is anchored in the structure base plate.Like this, the connection by reinforce makes it can cracking destruction in application process, can improve the quality and the globality of concrete hollow board greatly.
Feature of the present invention is that also described at least three internal-rib die cavitys are parallel.Like this, when described concrete hollow board be applied to cast-in-place concrete cored in after, the concrete that does not stress in the In-situ cast concrete board of can finding time in a large number, form hollow structure plate, reduced floor weight significantly, alleviated the dead load of the inner load-carrying construction of floor, make floor slab structure lighter, supporting capacity is stronger; Simultaneously, Cast-in-place concrete can form the Cast-in-place concrete cross rib in the internal-rib die cavity, can significantly reduce the vertical cross stiffness difference of hollowcore slab.
Feature of the present invention is that also the side of described opening or enclosed cavity formwork is superimposed with the concrete rib, and it is one that concrete rib and structure base plate link.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 concrete hollow board greatly.
Feature of the present invention also is on described opening or the sealed hollow formwork reinforcing rib is arranged.Like this, intensity, rigidity and the shock resistance of opening or sealed hollow formwork wall can be greatly enhanced, make its pile up, transport, not fragile in installation and the construction application process, can reduce the proportion of goods damageds of Cavity structural member greatly, save cost.
Feature of the present invention also is in described opening or the sealed hollow formwork supporting rod is arranged.Like this, in opening or the sealed hollow formwork supporting rod is arranged, 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 is the floor of putting more energy in described opening or the sealed hollow formwork.Like this, the floor of putting more energy in opening or the sealed hollow formwork can be strengthened the supporting capacity of Cavity structural member greatly, reduces the proportion of goods damageds of Cavity structural member in transportation, installation, work progress, saves material, reduces the cost of hollowcore slab.
Feature of the present invention also be described reinforcing rib or/and supporting rod or/and reinforcing bar is arranged or the steel mesh reinforcement reinforce in the stiffener.Like this, be provided with reinforcing bar or steel mesh reinforcement reinforce in reinforcing rib and supporting rod and the stiffener, can improve the rigidity and the intensity of reinforcing rib, supporting rod, stiffener greatly, make its pile up, transport, frangibility not under installation, construction application and the duty, can fully satisfy load requirement.
Feature of the present invention is that also described opening or sealed hollow formwork are provided with at least one in projection, reinforcing bar filler strip or the pit.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 the pit 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 is that also described opening or sealed hollow formwork are 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.
Feature of the present invention also is to have on the described structure base plate at least one in reinforcing rib, supporting rod or the stiffener.Like this, 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 is that also described structure base plate stretches out hollow mould shell and constitutes toss outward.Like this, when Cavity structural member be applied to cast-in-place concrete cored in the time, 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 structure base plate is concrete or steel bar concrete or gauze wire cloth concrete base plate.Like this, the intensity of structure base plate, rigidity and flexural capacity have obtained significantly improving, and when described Cavity structural member should be in cast-in-place concrete cored, described base plate can the participation structure power transmission, bears load jointly, makes the structure of hollowcore slab better.
Feature of the present invention is that also described hollow mould shell is the hollow mould shell that cement mortar and fibrous mesh cloth or gauze wire cloth are made.Like this, the intensity of hollow mould shell, rigidity and flexural capacity have obtained significantly improving.
Feature of the present invention is that also described Cavity structural member is provided with the carrying suspender member.The carrying suspender member 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 at least two internal-rib die cavitys draw a straight line at interval.Like this, behind the Cast-in-place concrete, in above-mentioned internal-rib die cavity, formed the cast-in-place concrete hidden rib of straight line, improved the Cast-in-place concrete load-carrying construction of hollowcore slab inside effectively, made it can fully satisfy instructions for use.
Feature of the present invention is that also the internal-rib die cavity on described at least two same straight lines is parallel.Like this, behind the Cast-in-place concrete, in hollowcore slab, formed the cast-in-place concrete hidden rib load-carrying construction of respective parallel, improved the load-carrying construction of hollowcore slab inside greatly, made it can bear the load bigger than equal solid slab.
Feature of the present invention is that also described at least two fillings flush with at least one end of cavity structural member for filling.Like this, the end of cavity structural member for filling flushes setting, is very easy to building of hollowcore slab, has reduced the loss of template significantly.
Feature of the present invention also be filling that described termination flushes with cavity structural member for filling at interval or near setting.Like this,, can adopt rational arrangement that cavity structural member for filling is installed, reduce difficulty of construction, also can accelerate speed of application simultaneously according to the different stressing conditions of hollowcore slab.
Feature of the present invention also is described Cast-in-place concrete rib and Cast-in-place concrete internal-rib quadrature or oblique.Like this, when the Cast-in-place concrete rib in the hollowcore slab and Cast-in-place concrete internal-rib quadrature or oblique are provided with, formed crisscross Cast-in-place concrete load-carrying construction in hollowcore slab, hollowcore slab has formed the hollowcore slab of bidirectional stress.
Feature of the present invention is that also cast-in-situ reinforced concrete iterative structure panel is arranged on described Cast-in-place concrete rib and Cast-in-place concrete internal-rib and the cavity structural member for filling.Like this, when cast-in-situ reinforced concrete iterative structure panel is arranged on Cast-in-place concrete rib and Cast-in-place concrete internal-rib and the cavity structural member for filling, Cast-in-place concrete rib, Cast-in-place concrete internal-rib and cast-in-situ reinforced concrete iterative structure panel combine and have formed T shape or I-shaped Cast-in-place concrete load-carrying construction, and the weight bearing power of hollowcore slab is greatly enhanced.
Feature of the present invention also is to show to flush on described Cast-in-place concrete rib and Cast-in-place concrete internal-rib end face and the cavity structural member for filling, and no cast-in-situ reinforced concrete iterative structure panel above the cavity structural member for filling constitutes folded rib hollowcore slab.Like this, can reduce the own wt of hollowcore slab significantly, reduce the concrete consumption, economical with materials reduces cost, and supporting capacity that can corresponding raising hollowcore slab.
Feature of the present invention is that also the top board of described cavity structural member for filling is concrete plate or reinforced concrete slab.Like this, when the top board of cavity structural member for filling was concrete plate or reinforced concrete slab, building in the process of hollowcore slab, the top board of cavity structural member for filling can fully satisfy the requirement and the instructions for use of working load, and top board is survivable.
Feature of the present invention also is described cavity structural member for filling fissure of displacement butt joint.Like this, when the described cavity structural member for filling fissure of displacement docks, greatly facilitate building of hollowcore slab, can disperse the concentrated stress of docking site effectively, make seam areas be difficult for cracking destruction, can guarantee the quality of hollowcore slab effectively.
Feature of the present invention also is described cavity structural member for filling straight joint butt joint.Like this, when described cavity structural member for filling straight joint docks, in work progress, can make things convenient for the construction of cavity structural member for filling to lay greatly, reduce difficulty of construction, reduce construction cost.
Feature of the present invention is that also at least one end of described cavity structural member for filling is supported on the Cast-in-place concrete wall or/and on bright, the dark beam.Like this, can guarantee the support reliability of cavity structural member for filling in the hollowcore slab effectively, convenient construction.
Feature of the present invention also be described cavity structural member for filling two end supports at the Cast-in-place concrete wall or/and on bright, the dark beam or on the concrete collar tie beam.Like this, can guarantee the support reliability of cavity structural member for filling in the hollowcore slab effectively, convenient construction.
Feature of the present invention is that also described cavity structural member for filling base plate face flushes with the soffit.Like this, when cavity structural member for filling base plate face flushes with the soffit, the bottom surface of hollowcore slab on same horizontal plane, thereby make the hollowcore slab that the bottom surface of hollowcore slab has become no beam to expose, can greatly improve the function of use of hollowcore slab.
Feature of the present invention also is described Cast-in-place concrete rib or/and Cast-in-place concrete internal-rib and wall or beam intersect and connect to integral body.Like this, Cast-in-place concrete rib or Cast-in-place concrete internal-rib and wall or beam intersect and when connecting to integral body, and Cast-in-place concrete rib or Cast-in-place concrete internal-rib can make stress transmitted with load produced on the plate Stress Transfer on wall or beam.
Feature of the present invention is that also prestressed reinforcement or prestress wire or no-cohesive prestressed reinforcement are arranged in described Cast-in-place concrete rib and/or the Cast-in-place concrete internal-rib.Like this, when in Cast-in-place concrete rib or the Cast-in-place concrete internal-rib prestressed reinforcement or prestress wire or no-cohesive prestressed reinforcement being arranged, described hollowcore slab becomes prestressed cored slab, can improve the supporting capacity of hollowcore slab greatly.
(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 one of structural representation of cavity structural member for filling in the embodiment of the invention.
Fig. 5 be cavity structural member for filling in the embodiment of the invention structural representation two.
Fig. 6 be cavity structural member for filling in the embodiment of the invention structural representation three.
Fig. 7 be cavity structural member for filling in the embodiment of the invention structural representation four.
Fig. 8 be cavity structural member for filling in the embodiment of the invention structural representation five.
Fig. 9 be cavity structural member for filling in the embodiment of the invention structural representation six.
Figure 10 be cavity structural member for filling in the embodiment of the invention structural representation seven.
Figure 11 be cavity structural member for filling in the embodiment of the invention structural representation eight.
Figure 12 be cavity structural member for filling in the embodiment of the invention structural representation nine.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention as shown in drawings, comprise cast-in-situ reinforced concrete 21, cavity structural member for filling 22, cavity structural member for filling 22 each other alternately, and wrap up in and be contained in the cast-in-situ reinforced concrete 21, cavity structural member for filling 22 is Cast-in-place concrete rib 23 each other, cavity structural member for filling 22 comprises a plurality of pre-formed members or sealed hollow formwork 1, structure base plate 2, at least two pre-formed members or sealed hollow formwork 1 are arranged alternately on the structure base plate 2, alternate hollow mould shell 1 constitutes cast-in-place with structure internal-rib die cavity 3 with structure base plate 2, hollow mould shell 1 connects into integral body with structure base plate 2, there is cast-in-situ reinforced concrete 21 to form Cast-in-place concrete internal-rib 24 in the internal-rib die cavity 3, and link to each other with Cast-in-place concrete rib 23, it is characterized in that being provided with in the described internal-rib die cavity 3 support draw piece 4, at least one groove 5 is arranged on pre-formed members or the sealed hollow formwork 1, at least two grooves 5 of adjacent pre-formed members or sealed hollow formwork 1 are on same straight line, groove 5 on the same straight line is superimposed with rear pouring concrete bar 6, and concrete bar 6 links to each other with support draw piece 4 in the alternate internal-rib die cavity 3.In each accompanying drawing, 1 is hollow mould shell, and 2 is the structure base plate, and 3 is the internal-rib die cavity, and 4 are the support draw piece, 5 is groove, and 6 is the concrete bar, and 21 is cast-in-situ reinforced concrete, and 22 is cavity structural member for filling, and 23 is the Cast-in-place concrete rib, 24 is the Cast-in-place concrete internal-rib, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, concrete hollow board comprises cast-in-situ reinforced concrete 21, cavity structural member for filling 22, cavity structural member for filling 22 each other alternately, and wrap up in and be contained in the cast-in-situ reinforced concrete 21, cavity structural member for filling 22 is Cast-in-place concrete rib 23 each other, cavity structural member for filling 22 comprises the hollow mould shell 1 of opening, structure base plate 2, the hollow mould shell 1 that five pre-formed members are arranged on the structure base plate 2 alternately, alternate hollow mould shell 1 constitutes cast-in-place with structure internal-rib die cavity 3 with structure base plate 2, hollow mould shell 1 connects into integral body with structure base plate 2, there is cast-in-situ reinforced concrete 21 to form Cast-in-place concrete internal-rib 24 in the internal-rib die cavity 3, and link to each other with Cast-in-place concrete rib 23, it is characterized in that being provided with in the described internal-rib die cavity 3 support draw piece 4, on the hollow mould shell 1 of pre-formed members fluted 5, the groove 5 of the hollow mould shell 1 of adjacent pre-formed members is on same straight line, and the groove 5 on the same straight line is superimposed with rear pouring concrete bar 6, and concrete bar 6 links to each other with support draw piece 4 in the alternate internal-rib die cavity 3.As shown in Figure 4, be the structural representation of cavity structural member for filling 22.
Feature of the present invention also is to have in the concrete bar 6 of described groove 5 at least one taeniae reinforcing bar or steel strand 7 to pass superimposed concrete bar 6 and support draw piece 4.As shown in Figure 5, there is taeniae reinforcing bar 7 to pass superimposed concrete bar 6 and support draw piece 4 in the concrete bar 6 of its described groove 5.
Feature of the present invention is that also at least one vertical groove 5 is arranged on described opening or the sealed hollow formwork 1, is superimposed with vertical concrete bar 6 drawknot structure base plates 2 in it.As shown in Figure 6, on its described opening or the sealed hollow formwork 1 vertical groove 5 is arranged, be superimposed with vertical concrete bar 6 drawknot structure base plates 2 in it.
Feature of the present invention is that also reinforcing bar or steel strand 7 are longitudinally arranged in the described structure base plate 2.As shown in Figure 7, in its described structure base plate 2 reinforcing bar 7 is longitudinally arranged.
Feature of the present invention also is to have on the described hollow mould shell 1 reinforcing bar 7 at least one vertical reinforcing bar 7 drawknot structure base plates 2.As shown in Figure 7, reinforcing bar 7 in the vertical reinforcing bar 7 drawknot structure base plates 2 is arranged on its described hollow mould shell 1.
Feature of the present invention also is to have on the described hollow mould shell 1 at least one vertical reinforcing bar 7 reinforcing bar 7 in the drawknot structure base plate 2 and the taeniae reinforcing bar 7 in the groove 5 simultaneously.As shown in Figure 7, vertical reinforcing bar 7 reinforcing bar 7 in the drawknot structure base plate 2 and the taeniae reinforcing bar 7 in the groove 5 are simultaneously arranged on its described hollow mould shell 1.
Feature of the present invention is that also being extended with reinforce 8 on described opening or the sealed hollow formwork 1 is anchored in the structure base plate 2.As shown in Figure 7, being extended with reinforce 8 on the hollow mould shell 1 of its described opening is anchored in the structure base plate 2.
Feature of the present invention is that also described at least three internal-rib die cavitys 3 are parallel.As shown in Figure 7, its described internal-rib die cavity 3 is parallel.
Feature of the present invention is that also the side of described opening or enclosed cavity formwork 1 is superimposed with concrete rib 9, and it is one that concrete rib 9 links with structure base plate 2.As shown in Figure 8, the side of its described open cavity formwork 1 is superimposed with concrete rib 9, and it is one that concrete rib 9 links with structure base plate 2.
Feature of the present invention also is on described opening or the sealed hollow formwork 1 reinforcing rib 10 is arranged.As shown in Figure 9, on the hollow mould shell 1 of its described opening reinforcing rib 10 is arranged.
Feature of the present invention also is in described opening or the sealed hollow formwork 1 supporting rod 11 is arranged.As shown in figure 10, in its described sealed hollow formwork 1 supporting rod 11 is arranged.
Feature of the present invention also is the floor 12 of putting more energy in described opening or the sealed hollow formwork 1.As shown in figure 10, the floor 12 of putting more energy in its described sealed hollow formwork 1.
Feature of the present invention also be described reinforcing rib 10 or/and supporting rod 11 or/and reinforcing bar 7 or steel mesh reinforcement reinforce 8 are arranged in the stiffener 12.As shown in figure 10, be respectively arranged with reinforcing bar 7 and steel mesh reinforcement reinforce 8 in its described supporting rod 11 and the stiffener 12.
Feature of the present invention is that also described opening or sealed hollow formwork 1 are provided with at least one in projection 13, reinforcing bar filler strip 14 or the pit 15.As shown in figure 11, the hollow mould shell 1 of its described opening is provided with projection 13, reinforcing bar filler strip 14 and pit 15.
Feature of the present invention is that also described opening or sealed hollow formwork 1 are provided with at least one in inner corner trim 16, chamfering 17 or the arc angle 18.As shown in figure 12, be respectively arranged with inner corner trim 16, chamfering 17 and arc angle 18 on the hollow mould shell 1 of its described opening.
Feature of the present invention also is to have on the described structure base plate 2 at least one in reinforcing rib 10, supporting rod 11 or the stiffener 12.As shown in figure 12, its described structure base plate 2 is provided with supporting rod 11.
Feature of the present invention is that also described structure base plate 2 stretches out hollow mould shell 1 outer formation toss 19.As shown in figure 12, its described structure base plate 2 stretches out hollow mould shell 1 outer formation toss 19.
Feature of the present invention is that also described structure base plate 2 is concrete or steel bar concrete or gauze wire cloth concrete base plate.As shown in figure 12, its described structure base plate 2 is the concrete base plate.
Feature of the present invention also is the hollow mould shell that described hollow mould shell 1 is made for cement mortar and fibrous mesh cloth or gauze wire cloth.As shown in figure 12, the hollow mould shell made for cement mortar of its described hollow mould shell 1.
Feature of the present invention is that also described Cavity structural member is provided with carrying suspender member 20.As shown in figure 12, its described Cavity structural member is provided with carrying suspender member 20
Feature of the present invention is that also described at least two internal-rib die cavitys draw a straight line at interval.As shown in Figure 1, its described internal-rib cavity draws a straight line at interval.
Feature of the present invention is that also the internal-rib die cavity on described at least two same straight lines is parallel.As shown in Figure 1, the internal-rib cavity on its described same straight line is parallel.
Feature of the present invention is that also at least one end of described at least two cavity structural member for filling flushes.As shown in Figure 1, the end of its described cavity structural member for filling flushes.
Feature of the present invention is that also cavity structural member for filling that described termination flushes is at interval or near setting.As shown in Figure 1, the cavity structural member for filling that flushes of its described termination is near setting.
Feature of the present invention also is described Cast-in-place concrete rib 23 and Cast-in-place concrete internal-rib 24 quadratures or oblique.As shown in Figure 1, its described Cast-in-place concrete rib 23 and Cast-in-place concrete internal-rib 24 quadratures.
Feature of the present invention is that also cast-in-situ reinforced concrete iterative structure panel 25 is arranged on described Cast-in-place concrete rib 23 and Cast-in-place concrete internal-rib 24 and the Cavity structural member.As shown in Figure 1, on its described Cast-in-place concrete rib 23 and Cast-in-place concrete internal-rib 24 and the Cavity structural member cast-in-situ reinforced concrete iterative structure panel 25 is arranged.
Feature of the present invention also is to show to flush on described Cast-in-place concrete rib 23 and Cast-in-place concrete internal-rib 24 end faces and the Cavity structural member, and no cast-in-situ reinforced concrete iterative structure panel 25 above the Cavity structural member constitutes folded rib hollowcore slab.As shown in Figure 2, show to flush on its described Cast-in-place concrete rib 23 and Cast-in-place concrete internal-rib 24 end faces and the Cavity structural member, no cast-in-situ reinforced concrete iterative structure panel 25 above the Cavity structural member constitutes folded rib hollowcore slab.
Feature of the present invention is that also the top board of described Cavity structural member is concrete plate or reinforced concrete slab.As shown in Figure 2, the top board of its described Cavity structural member is concrete plate or reinforced concrete slab.
Feature of the present invention also is described Cavity structural member fissure of displacement butt joint.As shown in Figure 3, its described Cavity structural member fissure of displacement butt joint.
Feature of the present invention also is described Cavity structural member straight joint butt joint.As shown in Figure 1, its described Cavity structural member straight joint butt joint.
Feature of the present invention is that also at least one end of described Cavity structural member is supported on the Cast-in-place concrete wall or/and on bright, the dark beam.As shown in Figure 1, described Cavity structural member end is supported on the bright beam of Cast-in-place concrete.
Feature of the present invention also be described Cavity structural member two end supports at the Cast-in-place concrete wall or/and on bright, the dark beam or on the concrete collar tie beam.As shown in Figure 1, its described Cavity structural member two end supports is on bright beam of Cast-in-place concrete and dark beam.
Feature of the present invention is that also described Cavity structural member base plate face flushes with the soffit.As shown in Figure 3, its Cavity structural member base plate face flushes with the soffit.
Feature of the present invention also is described Cast-in-place concrete rib 23 or/and Cast-in-place concrete internal-rib 24 intersects with wall or beam and connects to integral body.As shown in Figure 1, its described Cast-in-place concrete rib 23 and Cast-in-place concrete internal-rib 24 intersect with beam respectively and connect to integral body.
Feature of the present invention is that also prestressed reinforcement or prestress wire or no-cohesive prestressed reinforcement are arranged in described Cast-in-place concrete rib 23 and/or the Cast-in-place concrete internal-rib 24.As shown in Figure 1, in its described Cast-in-place concrete internal-rib 24 prestressed reinforcement is arranged.As shown in Figure 3, in the Cast-in-place concrete rib 23 prestressed reinforcement is arranged.
During the invention process, press earlier construction requirement mounting bracket or template, lay cavity structural member for filling 22, re-lay the reinforcing bar of reinforcing bar or dark beam or bright beam, 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 (39)
1. concrete hollow board, comprise cast-in-situ reinforced concrete (21), cavity structural member for filling (22), cavity structural member for filling (22) each other alternately, and wrap up in and be contained in the cast-in-situ reinforced concrete (21), cavity structural member for filling (22) is Cast-in-place concrete rib (23) each other, cavity structural member for filling (22) comprises a plurality of pre-formed members or sealed hollow formwork (1), structure base plate (2), at least two pre-formed members or sealed hollow formwork (1) are arranged alternately on the structure base plate (2), alternate hollow mould shell (1) constitutes cast-in-place with structure internal-rib die cavity (3) with structure base plate (2), hollow mould shell (1) connects into integral body with structure base plate (2), there is cast-in-situ reinforced concrete (21) to form Cast-in-place concrete internal-rib (24) in the internal-rib die cavity (3), and link to each other with Cast-in-place concrete rib (23), it is characterized in that being provided with in the described internal-rib die cavity (3) support draw piece (4), on pre-formed members or the sealed hollow formwork (1) at least one groove (5) is arranged, at least two grooves (5) of adjacent pre-formed members or sealed hollow formwork (1) are on same straight line, groove on the same straight line (5) is superimposed with rear pouring concrete bar (6), and concrete bar (6) links to each other with support draw piece (4) in the alternate internal-rib die cavity (3).
2. concrete hollow board according to claim 1 is characterized in that having in the concrete bar (6) of described groove (5) at least one taeniae reinforcing bar or steel strand to pass superimposed concrete bar (6) and support draw piece (4).
3. concrete hollow board according to claim 2 is characterized in that at least one vertical groove (5) is arranged on described opening or the sealed hollow formwork (1), is superimposed with vertical concrete bar (6) drawknot structure base plate (2) in it.
4. concrete hollow board according to claim 3 is characterized in that in the described structure base plate (2) reinforcing bar longitudinally being arranged.
5. concrete hollow board according to claim 3 is characterized in that in the described structure base plate (2) steel strand longitudinally being arranged.
6. concrete hollow board according to claim 4 is characterized in that having on the described hollow mould shell (1) reinforcing bar at least one vertical reinforcing bar drawknot structure base plate (2).
7. concrete hollow board according to claim 1 is characterized in that being extended with reinforce (8) on described opening or the sealed hollow formwork (1) is anchored in the structure base plate (2).
8. concrete hollow board according to claim 1 is characterized in that at least three internal-rib die cavitys (3) are parallel.
9. concrete hollow board according to claim 1 is characterized in that the side of described opening or enclosed cavity formwork (1) is superimposed with concrete rib (9), and it is one that concrete rib (9) links with structure base plate (2).
10. concrete hollow board according to claim 1 is characterized in that on described opening or the sealed hollow formwork (1) reinforcing rib (10) being arranged.
11. concrete hollow board according to claim 1 is characterized in that in described opening or the sealed hollow formwork (1) supporting rod (11) being arranged.
12. concrete hollow board according to claim 1 is characterized in that the floor (12) of putting more energy in described opening or the sealed hollow formwork (1).
13. concrete hollow board according to claim 10 is characterized in that in the described reinforcing rib (10) reinforcing bar being arranged.
14. concrete hollow board according to claim 11 is characterized in that in the described supporting rod (11) reinforcing bar being arranged.
15. concrete hollow board according to claim 12 is characterized in that in the described floor of putting more energy into (12) reinforcing bar being arranged.
16. concrete hollow board according to claim 1 is characterized in that described opening or sealed hollow formwork (1) are provided with at least one in projection (13), reinforcing bar filler strip (14) or the pit (15).
17. concrete hollow board according to claim 1 is characterized in that described opening or sealed hollow formwork (1) are provided with at least one in inner corner trim (16), chamfering (17) or the arc angle (18).
18. concrete hollow board according to claim 1 is characterized in that having on the described structure base plate (2) at least one in reinforcing rib (10), supporting rod (11) or the floor of putting more energy into (12).
19. concrete hollow board according to claim 1 is characterized in that described structure base plate (2) stretches out the toss (19) of the outer formation of hollow mould shell (1).
20. concrete hollow board according to claim 1 is characterized in that described structure base plate (2) is the concrete base plate.
21. concrete hollow board according to claim 20 is characterized in that described concrete base plate is steel bar concrete or gauze wire cloth concrete base plate.
22. concrete hollow board according to claim 1 is characterized in that described hollow mould shell (1) is the hollow mould shell that cement mortar and fibrous mesh cloth are made.
23. concrete hollow board according to claim 1 is characterized in that described hollow mould shell (1) is the hollow mould shell that cement mortar and gauze wire cloth are made.
24. concrete hollow board according to claim 1 is characterized in that described Cavity structural member is provided with carrying suspender member (20).
25. concrete hollow board according to claim 1 is characterized in that at least one end of at least two cavity structural member for filling flushes.
26. concrete hollow board according to claim 25 is characterized in that cavity structural member for filling that the termination flushes is at interval or near setting.
27. concrete hollow board according to claim 1 is characterized in that described Cast-in-place concrete rib (23) and Cast-in-place concrete internal-rib (24) quadrature or oblique.
28. concrete hollow board according to claim 1 is characterized in that on described Cast-in-place concrete rib (23) and Cast-in-place concrete internal-rib (24) and the Cavity structural member cast-in-situ reinforced concrete iterative structure panel (25) being arranged.
29. concrete hollow board according to claim 1, it is characterized in that described Cast-in-place concrete rib (23) and Cast-in-place concrete internal-rib (24) end face and Cavity structural member upper surface flush, no cast-in-situ reinforced concrete iterative structure panel (25) above the Cavity structural member constitutes folded rib hollowcore slab.
30. concrete hollow board according to claim 29, the top board that it is characterized in that described Cavity structural member is the concrete plate.
31. concrete hollow board according to claim 29, the top board that it is characterized in that described Cavity structural member is a reinforced concrete slab.
32. concrete hollow board according to claim 1 is characterized in that described Cavity structural member fissure of displacement butt joint.
33. concrete hollow board according to claim 1 is characterized in that described Cavity structural member straight joint butt joint.
34. concrete hollow board according to claim 1 is characterized in that at least one end of described Cavity structural member is supported on Cast-in-place concrete wall or bright beam or the dark beam.
35. concrete hollow board according to claim 34 is characterized in that described Cavity structural member base plate face flushes with the soffit.
36. concrete hollow board according to claim 1 is characterized in that described Cast-in-place concrete rib (23) or/and Cast-in-place concrete internal-rib (24) and wall or beam intersect and connect to integral body.
37. concrete hollow board according to claim 1 is characterized in that in described Cast-in-place concrete rib (23) and/or the Cast-in-place concrete internal-rib (24) prestressed reinforcement being arranged.
38. concrete hollow board according to claim 1 is characterized in that in described Cast-in-place concrete rib (23) and/or the Cast-in-place concrete internal-rib (24) prestress wire being arranged.
39. concrete hollow board according to claim 1 is characterized in that in described Cast-in-place concrete rib (23) and/or the Cast-in-place concrete internal-rib (24) no-cohesive prestressed reinforcement being arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200410097701 CN1779136B (en) | 2004-11-24 | 2004-11-24 | Hollow concrete slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200410097701 CN1779136B (en) | 2004-11-24 | 2004-11-24 | Hollow concrete slab |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1779136A CN1779136A (en) | 2006-05-31 |
| CN1779136B true CN1779136B (en) | 2010-10-06 |
Family
ID=36769586
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200410097701 Expired - Fee Related CN1779136B (en) | 2004-11-24 | 2004-11-24 | Hollow concrete slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1779136B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3708929A (en) * | 1971-07-29 | 1973-01-09 | Packaging Corp America | Cast in situ deck construction and core unit for use therein |
| EP0494061A1 (en) * | 1991-01-03 | 1992-07-08 | José Antonio Sainz de la Maza del Castillo | A method and elements for assembling a non-recoverable formwork |
| EP1236843A2 (en) * | 2000-12-13 | 2002-09-04 | Studio Tecnico Ing. Giorgio Cristalli | System, method and modular forms for the production of floors |
| CN2522493Y (en) * | 2002-01-28 | 2002-11-27 | 邱则有 | Board-rib combined steel reinforced concrete hollow floor |
| CN1529005A (en) * | 2003-10-01 | 2004-09-15 | 邱则有 | Shuttering member |
| CN1528995A (en) * | 2003-10-01 | 2004-09-15 | 邱则有 | Shuttering member |
-
2004
- 2004-11-24 CN CN 200410097701 patent/CN1779136B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3708929A (en) * | 1971-07-29 | 1973-01-09 | Packaging Corp America | Cast in situ deck construction and core unit for use therein |
| EP0494061A1 (en) * | 1991-01-03 | 1992-07-08 | José Antonio Sainz de la Maza del Castillo | A method and elements for assembling a non-recoverable formwork |
| EP1236843A2 (en) * | 2000-12-13 | 2002-09-04 | Studio Tecnico Ing. Giorgio Cristalli | System, method and modular forms for the production of floors |
| CN2522493Y (en) * | 2002-01-28 | 2002-11-27 | 邱则有 | Board-rib combined steel reinforced concrete hollow floor |
| CN1529005A (en) * | 2003-10-01 | 2004-09-15 | 邱则有 | Shuttering member |
| CN1528995A (en) * | 2003-10-01 | 2004-09-15 | 邱则有 | Shuttering member |
Non-Patent Citations (1)
| Title |
|---|
| US 3708929 A,全文. |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1779136A (en) | 2006-05-31 |
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