CN1779129A - Lightweight concrete board - Google Patents
Lightweight concrete board Download PDFInfo
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- CN1779129A CN1779129A CN 200410097663 CN200410097663A CN1779129A CN 1779129 A CN1779129 A CN 1779129A CN 200410097663 CN200410097663 CN 200410097663 CN 200410097663 A CN200410097663 A CN 200410097663A CN 1779129 A CN1779129 A CN 1779129A
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Abstract
A lightweight reinforced concrete comprises concrete cast in site, pre-fabricated components as fillers spaced each other and contained in the former, and some ribs are cast in site between the said fillers. Some light blocks, at least two, are arranged in the slender channels to be separated each other with narrow spaces. Between the slight blocks are internal rib cavities to be cast in site with reinforced concrete and to form internal ribs. Some connection bridges are arranged on the cavities and some edges are formed from the substrate and under the side panels. Some hard shells are arranged on the top and side of the lightweight blocks. The concrete can be used as hollow roof, basement or wall.
Description
(1) technical field
The present invention relates to a kind of lightweight concrete board.
(2) background technology
With Ribbed Bar concrete prefabricated element assembled light plate, can bear bidirectional load, do not need on-the-spot formwork, and cost is low, lifting, transportation are easily.This prefabricated units with ribbing comprise strip base plate, strip side plate, and side plate and base plate connect into integral body, constitute T shape or rectangular channel member.The side plate length of common this prefabricated units is consistent with floor length, when bearing the thistle board of bidirectional load with this splicing prefabricated components formation, Cast-in-place concrete can't pass through at the side plate position, the Cast-in-place concrete rib that intersects with side plate that can not form connection, simultaneously, in the direction vertical with side plate, various pipe line arrangement need the scene threading that burrows, both wasted concrete material, waste man-hour again, and, behind the Cast-in-place concrete, the thistle board of assembly unit is solid, the concrete feed consumption is many, and thistle board weight is big, is not suitable for large span and builds, therefore, develop a kind of novel lightweight concrete board for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of lightweight concrete board, have that mechanical property is good, easy construction, simple in structure, save characteristics such as material, cost are low.
Solution of the present invention is on the basis of existing technology, comprise cast-in-situ reinforced concrete, fill and use prefabricated units, filling with prefabricated units each other alternately, and wrap up in and be contained in the cast-in-situ reinforced concrete, filling is the Cast-in-place concrete rib with prefabricated units each other, filling comprises the strip base plate with prefabricated units, at least two side plates, side plate stands on the base plate, constitute the strip frid, it is characterized in that being arranged at intervals with at least two above light blocks in the elongated slot of described strip frid, interval formation between the light block and elongated slot quadrature are or/and the internal-rib dead slot of oblique, biside plate has the internal-rib side plate die cavity that is communicated with it at internal-rib dead slot place, the link bridge that side plate is arranged on the die cavity, base plate is extended with the toss of strip under the side plate, light block go up the top and there is the hard case side, cast-in-situ reinforced concrete formation Cast-in-place concrete internal-rib is arranged in the internal-rib dead slot, the Cast-in-place concrete internal-rib passes internal-rib side plate die cavity, and links to each other with the Cast-in-place concrete rib.Like this, owing to be arranged at intervals with at least two above light blocks in the elongated slot of strip frid, thereby light block can reduce the Cast-in-place concrete consumption, alleviates thistle board weight, reduces construction cost, improves the supporting capacity of thistle board; Simultaneously, because formation of the interval between the light block and elongated slot quadrature are or/and the internal-rib dead slot of oblique, biside plate has the internal-rib side plate die cavity that is communicated with it at internal-rib dead slot place, the link bridge that side plate is arranged on the die cavity, there is cast-in-situ reinforced concrete to form the Cast-in-place concrete internal-rib in the internal-rib dead slot, the Cast-in-place concrete internal-rib passes internal-rib side plate die cavity, and link to each other with the Cast-in-place concrete rib, thereby Cast-in-place concrete can be smooth and easy by internal-rib side plate die cavity position, form the Cast-in-place concrete internal-rib that intersects with side plate that is communicated with, with the cast-in-place and prefabricated two-way rib structure that combines of the common formation of side plate, it is poor to reduce the thistle board vertical cross stiffness, simultaneously, in the direction vertical, also can lay various pipelines very swimmingly with side plate, and can arbitrarily adjust, the various reinforcing bars of being laid can not produce corrosion phenomena because of the parcel of Cast-in-place concrete is arranged, and no longer need the scene to burrow; And because base plate is extended with the toss of strip under the side plate, thereby toss can work as construction formwork and used, and when construction, its construction is more convenient, can save the construction template, the loss of reduction construction formwork, saving construction cost; And, because there is the hard case the upward top and the side of light block, thereby the intensity height of light block, rigidity is big, not cracky; Therefore, this lightweight concrete board has that mechanical property is good, easy construction, simple in structure, save characteristics such as material, cost are low, 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 in the base plate of described and side plate intersection area vertically elongated prestressing force or nonprestressed reinforcement or steel strand are arranged.Like this, when in the base plate of described and side plate intersection area vertically elongated prestressing force or nonprestressed reinforcement or steel strand being arranged, the strength and stiffness of base plate have all obtained significantly improving, make that it is not fragile in transportation, installation and work progress, fracture, base plate energy participation structure is stressed jointly, improves the performance of thistle board.
Feature of the present invention is that also prestressing force or nonprestressed reinforcement or steel strand are arranged at the top of described side plate.Like this, when prestressing force or nonprestressed reinforcement or steel strand were arranged at the top of described side plate, the strength and stiffness of side plate had all obtained significantly improving, and made that it is not fragile in transportation, installation and work progress, fractureed, side plate energy participation structure is stressed jointly, improves the performance of thistle board.
Feature of the present invention is that also described prefabricated light block and Cast-in-place concrete side plate are superimposed.Like this, prefabricated light block and Cast-in-place concrete side plate structure combining form have reduced the production difficulty, and simultaneously, both are in conjunction with firm, and light block is difficult for becoming flexible, dropping, and has improved the globality of precast member for lgihtweight board.
Feature of the present invention is that also described prefabricated light block and Cast-in-place concrete base plate are superimposed.Like this, prefabricated light block and Cast-in-place concrete base plate structure combining form, reduced the production difficulty, light block can adopt mechanization to produce in enormous quantities, improved the production efficiency of prefabricated units greatly, simultaneously, both are in conjunction with firm, be difficult for becoming flexible, dropping, improved the quality of precast member for lgihtweight board.
Feature of the present invention is that also described prefabricated light block is simultaneously superimposed with Cast-in-place concrete base plate and Cast-in-place concrete side plate.Like this, prefabricated light block while and Cast-in-place concrete base plate and the superimposed structure combining form of Cast-in-place concrete side plate, reduced the production difficulty, simultaneously, both are difficult for becoming flexible, dropping in conjunction with firmly, have improved the quality of precast member for lgihtweight board.
Feature of the present invention is that also described link bridge is the lightweight block link bridge or the link bridge of putting more energy into.Like this, when link bridge is the light block connecting bridge, when other facility of installation need excise link bridge, can excise link bridge very easily, conveniently practice; When link bridge connected bridge for putting more energy into, link bridge was solid and reliable, and easy fracture has not strengthened the binding reliability.
Feature of the present invention also is described lightweight block link bridge or/and the link bridge of the putting more energy into compound connection bridge that is stratiform.Like this, when lightweight block link bridge or/and during the link bridge of the putting more energy into connection bridge that to be stratiform compound, the compound connection bridge of stratiform has the intensity height, the shock resistance damage capability is strong, the advantage of cracky not, thereby make both secure and reliable connections, be difficult for to reduce the proportion of goods damageds of prefabricated units effectively, save cost piling up, transport, damaging in installation and the work progress.
Feature of the present invention also is described lightweight block link bridge or/and the link bridge of putting more energy into has one deck endless tube composite bed at least.Like this, when lightweight block link bridge or/and the link bridge of putting more energy into when being the connection bridge of endless tube composite bed, it is strong that the connection bridge of endless tube composite bed has an intensity height, anti-folding, shock resistance damage capability, the advantage of cracky not, thereby make both secure and reliable connections, be difficult for to reduce the proportion of goods damageds of prefabricated units effectively, save cost piling up, transport, damaging in installation and the work progress.
Feature of the present invention also is described lightweight block link bridge or/and be compounded with metal sheet on the link bridge of putting more energy into.Like this, when lightweight block link bridge or/and the link bridge of putting more energy into when being the connection bridge of metal sheet, it is strong that the connection bridge of metal sheet has an intensity height, anti-folding, shock resistance damage capability, the advantage of cracky not, thereby make both secure and reliable connections, be difficult for to reduce the proportion of goods damageds of prefabricated units effectively, save cost piling up, transport, damaging in installation and the work progress.
Feature of the present invention is that also prestressing force or nonprestressed reinforcement or steel strand are arranged in the described link bridge.Like this, when prestressing force or nonprestressed reinforcement or steel strand are arranged in the link bridge, the connection bridge has the intensity height, the shock resistance damage capability is strong, the advantage of cracky not, thereby make both secure and reliable connections, be difficult for piling up, transporting, damaging in installation and the work progress, can reduce the proportion of goods damageds of prefabricated units effectively, save cost, and, but it is stressed jointly to connect interior prestressing force of bridge or nonprestressed reinforcement or steel strand participation structure, can promote safety, stability and the supporting capacity of Cast-in-place concrete thistle board significantly.
Feature of the present invention also is to have between the described biside plate at least one transverse slat to link.Like this, transverse slat can play the good supporting reinforcement effect to biside plate, makes biside plate be difficult for tilting or displacement, can guarantee the quality of prefabricated units effectively.
Feature of the present invention is that also described transverse slat is arranged on the end of biside plate.Like this, transverse slat can play the good supporting reinforcement effect to biside plate, makes biside plate be difficult for tilting or displacement, can guarantee the quality of prefabricated units effectively, and transverse slat can combine with Cast-in-place concrete and form superimposed rib structure, can improve the force structure of thistle board inside.
Feature of the present invention also is on the described light block reinforcing rib is arranged.Like this, when on the light block reinforcing rib being arranged, the intensity of light block, rigidity and shock resistance have obtained significantly improving, make its pile up, transport, not fragile in installation and the construction application process, can reduce the proportion of goods damageds of prefabricated units greatly, save cost.
Feature of the present invention also is in the described light block supporting rod is arranged.Like this, when in the light block supporting rod being arranged, the intensity of light block, rigidity and shock resistance have obtained significantly improving, make its pile up, transport, not fragile in installation and the construction application process, can reduce the proportion of goods damageds of prefabricated units greatly, save cost, but the supporting rod participation structure is stressed, improves the load-carrying construction system of thistle board.
Feature of the present invention also is the floor of putting more energy in the described light block.Like this, when putting more energy into floor in the light block, the intensity of light block, rigidity and shock resistance have obtained significantly improving, make its pile up, transport, not fragile in installation and the construction application process, can reduce the proportion of goods damageds of prefabricated units greatly, save cost, but the supporting rod participation structure be stressed, improve the load-carrying construction system of thistle board, it is strengthened.
Feature of the present invention also be described reinforcing rib or/and supporting rod or/and reinforcing bar or steel mesh reinforcement are arranged in the floor of putting more energy into.Like this, when being provided with reinforcing bar or steel mesh reinforcement in reinforcing rib, supporting rod and the floor of putting more energy into, can improve the rigidity and the intensity of reinforcing rib, supporting rod, the floor of putting more energy into greatly, make it not fragile in each process of application, simultaneously, but the supporting rod participation structure is stressed, improves the load-carrying construction system of thistle board.
Feature of the present invention is that also described reinforcing bar or steel mesh reinforcement expose outside the light block.Like this, reinforcing bar or steel mesh reinforcement expose outside the light block, but precast member for lgihtweight board binding, installation only reach and float in the convenient construction process, simultaneously, are bonded to integral body with Cast-in-place concrete, can make the globality of thistle board better.
Feature of the present invention is that also described light block is provided with at least one in groove, projection, reinforcing bar filler strip, pit or the pore.Like this, projection, reinforcing bar filler strip can accurately be located reinforcing bar, guarantee the pouring quality of thistle board, and Cast-in-place concrete pours in the pit can corresponding formation Cast-in-place concrete load-carrying construction member, and hole then can make things convenient for wearing of pipeline, can improve the structural performance of thistle board effectively.
Feature of the present invention also is to be superimposed with in the described groove the superimposed reinforcing bar in back.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 thistle board greatly.
Feature of the present invention is that also at least one prestressing force or nonprestressed reinforcement or steel strand are arranged in the described light block.Like this, be provided with prestressing force or nonprestressed reinforcement or steel strand in the light block after, can improve the strength and stiffness of light block greatly, perhaps make it become prestressed member, thereby can improve its force structure, make force structure more good, reasonable.
Feature of the present invention also is in the described light block reinforce is arranged, and perhaps the reinforce in the light block exposes and is anchored at base plate or/and in the side plate.Like this, the connection by reinforce makes it can cracking destruction in application process, can improve the quality and the globality of precast member for lgihtweight board greatly.
Feature of the present invention is that also described prefabricated units are 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, can 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 dead slots draw a straight line at interval.Like this, behind the Cast-in-place concrete, in above-mentioned internal-rib dead slot interval, formed the cast-in-place concrete hidden rib of straight line, improved the Cast-in-place concrete load-carrying construction of thistle board inside effectively, made it can fully satisfy instructions for use.
Feature of the present invention is that also the internal-rib dead slot on described at least two same straight lines is parallel.Like this, behind the Cast-in-place concrete, in thistle board, formed the cast-in-place concrete hidden rib load-carrying construction of respective parallel, improved the load-carrying construction of thistle board 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 prefabricated units.Like this, the end of prefabricated units flushes setting, is very easy to building of thistle board, has reduced the loss of template significantly.
Feature of the present invention also be filling that described termination flushes with prefabricated units at interval or near setting.Like this,, can adopt rational arrangement that prefabricated units are installed, reduce difficulty of construction, also can accelerate speed of application simultaneously according to the different stressing conditions of thistle board.
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 thistle board and Cast-in-place concrete internal-rib quadrature or oblique are provided with, formed crisscross Cast-in-place concrete load-carrying construction in thistle board, thistle board has formed the thistle board 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 prefabricated units.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 prefabricated units, 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 thistle board 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 prefabricated units, and no cast-in-situ reinforced concrete iterative structure panel above the prefabricated units constitutes folded rib thistle board.Like this, can reduce the own wt of thistle board significantly, reduce the concrete consumption, economical with materials reduces cost, and supporting capacity that can corresponding raising thistle board.
Feature of the present invention is that also the top board of described prefabricated units is concrete plate or reinforced concrete slab.Like this, when the top board of prefabricated units was concrete plate or reinforced concrete slab, building in the process of thistle board, the top board of prefabricated units 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 prefabricated units fissure of displacement butt joint.Like this, when the described prefabricated units fissure of displacement docks, greatly facilitate building of thistle board, can disperse the concentrated stress of docking site effectively, make seam areas be difficult for cracking destruction, can guarantee the quality of thistle board effectively.
Feature of the present invention also is described prefabricated units straight joint butt joint.Like this, when described prefabricated units straight joint docks, in work progress, can make things convenient for the construction of prefabricated units to lay greatly, reduce difficulty of construction, reduce construction cost.
Feature of the present invention is that also described side plate is arranged on the same straight line, constitutes side plate rib.Like this, the formation of side plate rib has improved the weight bearing power of thistle board greatly, has formed in-situ deposited prefabricated dark rib in thistle board, can improve the load-carrying construction system of thistle board inside greatly.
Feature of the present invention is that also described at least two strip side plate ribs are parallel.Like this, when described side plate rib was parallel, side plate rib had formed the in-situ deposited prefabricated dark rib structure that combines that is parallel to each other in thistle board, can promote the supporting capacity of thistle board significantly.
Feature of the present invention is that also at least one end of described prefabricated units is supported on the Cast-in-place concrete wall or/and on bright, the dark beam.Like this, can guarantee the support reliability of prefabricated units in the thistle board effectively, convenient construction.
Feature of the present invention also be described prefabricated units 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 prefabricated units in the thistle board effectively, convenient construction.
Feature of the present invention is that also described prefabricated units base plate face flushes with the soffit.Like this, when prefabricated units base plate face flushes with the soffit, the bottom surface of thistle board on same horizontal plane, thereby make the thistle board that the bottom surface of thistle board has become no beam to expose, can greatly improve the function of use of thistle board.
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 thistle board becomes the prestressed light plate, can improve the supporting capacity of thistle board 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 fills one of structural representation with prefabricated units in the embodiment of the invention.
Fig. 5 fills in the embodiment of the invention with two of the structural representation of prefabricated units.
Fig. 6 fills in the embodiment of the invention with three of the structural representation of prefabricated units.
Fig. 7 fills in the embodiment of the invention with four of the structural representation of prefabricated units.
Fig. 8 fills in the embodiment of the invention with five of the structural representation of prefabricated units.
Fig. 9 fills in the embodiment of the invention with six of the structural representation of prefabricated units.
Figure 10 fills in the embodiment of the invention with seven of the structural representation of prefabricated units.
Figure 11 fills in the embodiment of the invention with eight of the structural representation of prefabricated units.
Figure 12 fills in the embodiment of the invention with nine of the structural representation of prefabricated units.
Figure 13 fills in the embodiment of the invention with ten of the structural representation of prefabricated units.
(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 24, fill with prefabricated units 25, fill each other alternately with prefabricated units 25, and wrap up in and be contained in the cast-in-situ reinforced concrete 24, filling with prefabricated units 25 is Cast-in-place concrete rib 26 each other, fill and comprise strip base plate 1 with prefabricated units 25, at least two side plates 2, side plate 2 stands on the base plate 1, constitute the strip frid, it is characterized in that being arranged at intervals with at least two above light blocks 3 in the elongated slot of described strip frid, interval formation between the light block 3 and elongated slot quadrature are or/and the internal-rib dead slot 4 of oblique, biside plate 2 has the internal-rib side plate die cavity 5 that is communicated with it at internal-rib dead slot 4 places, the link bridge 6 that side plate 2 is arranged on the die cavity 5, base plate 1 is extended with the toss 7 of strip for 2 times from side plate, light block 3 go up the top and there is hard case 8 side, cast-in-situ reinforced concrete 24 formation Cast-in-place concrete internal-ribs 27 are arranged in the internal-rib dead slot 4, Cast-in-place concrete internal-rib 27 passes internal-rib side plate die cavity 5, and links to each other with Cast-in-place concrete rib 26.In each accompanying drawing, 1 is the strip base plate, and 2 is side plate, 3 is light block, and 4 is the internal-rib dead slot, and 5 is die cavity, 6 is link bridge, and 7 are toss, and 8 is the hard case, 24 is cast-in-situ reinforced concrete, and 25 is prefabricated units, and 26 is the Cast-in-place concrete rib, 27 is the Cast-in-place concrete internal-rib, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, its described thistle board comprises cast-in-situ reinforced concrete 24, fill with prefabricated units 25, fill each other alternately with prefabricated units 25, and wrap up in and be contained in the cast-in-situ reinforced concrete 24, filling with prefabricated units 25 is Cast-in-place concrete rib 26 each other, fill and comprise strip base plate 1 with prefabricated units 25, two side plates 2, side plate 2 stands on the base plate 1, constitute the strip frid, be arranged at intervals with light block 3 in the elongated slot of strip frid, interval between the light block 3 constitutes the internal-rib dead slot 4 with the elongated slot quadrature, biside plate 2 has the internal-rib side plate die cavity 5 that is communicated with it at internal-rib dead slot 4 places, the link bridge 6 that side plate 2 is arranged on the die cavity 5, base plate 1 is extended with the toss 7 of strip for 2 times from side plate, light block 3 go up the top and there is hard case 8 side, cast-in-situ reinforced concrete 24 formation Cast-in-place concrete internal-ribs 27 are arranged in the internal-rib dead slot 4, Cast-in-place concrete internal-rib 27 passes internal-rib side plate die cavity 5, and links to each other with Cast-in-place concrete rib 26.As shown in Figure 4, be the structural representation of prefabricated units 25.
Feature of the present invention also is in the base plate 1 of described and side plate 2 intersection areas vertically elongated prestressing force or nonprestressed reinforcement or steel strand 9 are arranged.As shown in Figure 5, vertically elongated prestressed reinforcing bar 9 is arranged in the base plate 1 of its described and side plate 2 intersection areas.
Feature of the present invention is that also prestressing force or nonprestressed reinforcement or steel strand 9 are arranged at the top of described side plate 2.As shown in Figure 5, prestressed reinforcing bar 9 is arranged at the top of its described side plate 2.
Feature of the present invention is that also described prefabricated light block 3 is superimposed with Cast-in-place concrete side plate 2.As shown in Figure 4, its described prefabricated light block 3 is superimposed with Cast-in-place concrete side plate 2.
Feature of the present invention is that also described prefabricated light block 3 is superimposed with Cast-in-place concrete base plate 1.As shown in Figure 5, its described prefabricated light block 3 is superimposed with Cast-in-place concrete base plate 1.
Feature of the present invention is that also described 3 whiles of prefabricated light block are superimposed with Cast-in-place concrete base plate 1 and Cast-in-place concrete side plate 2.As shown in Figure 6, its described prefabricated 3 whiles of light block are superimposed with Cast-in-place concrete base plate 1 and Cast-in-place concrete side plate 2.
Feature of the present invention is that also described link bridge 6 is the lightweight block link bridge or the link bridge of putting more energy into.As shown in Figure 6, its described link bridge 6 is the link bridge of putting more energy into.
Feature of the present invention also is described lightweight block link bridge 6 or/and the link bridge 6 of putting more energy into is the compound connection bridge of stratiform.As shown in Figure 6, its described link bridge 6 of putting more energy into is the compound connection bridge of stratiform.
Feature of the present invention also is described lightweight block link bridge 6 or/and the link bridge 6 of putting more energy into has one deck endless tube composite bed 10 at least.As shown in Figure 7, its described link bridge 6 of putting more energy into has one deck endless tube composite bed 10.
Feature of the present invention also is described lightweight block link bridge 6 or/and be compounded with metal sheet 11 on the link bridge 6 of putting more energy into.As shown in Figure 8, be compounded with metal sheet 11 on its described link bridge 6 of putting more energy into.
Feature of the present invention is that also prestressing force or nonprestressed reinforcement or steel strand 9 are arranged in the described link bridge 6.As shown in Figure 5, in its described link bridge 6 prestressed reinforcing bar 9 is arranged.
Feature of the present invention also is to have between the described biside plate 2 at least one transverse slat 12 to link.As shown in Figure 9, there is transverse slat 12 to link between its described biside plate 2.
Feature of the present invention is that also described transverse slat 12 is arranged on the end of biside plate 2.As shown in Figure 9, its described transverse slat 12 is arranged on the end of biside plate 2.
Feature of the present invention also is on the described light block 3 reinforcing rib 13 is arranged.As shown in figure 10, on its described light block 3 reinforcing rib 13 is arranged.
Feature of the present invention also is in the described light block 3 supporting rod 14 is arranged.As shown in figure 10, in its described light block 3 supporting rod 14 is arranged.
Feature of the present invention also is the floor 15 of putting more energy in the described light block 3.As shown in figure 10, the floor 15 of putting more energy in its described light block 3.
Feature of the present invention also be described reinforcing rib 13 or/and supporting rod 14 or/and reinforcing bar 9 or steel mesh reinforcement 16 are arranged in the floor 15 of putting more energy into.As shown in figure 10, in its described supporting rod 14 reinforcing bar 9 is arranged, in the floor 15 of putting more energy into steel mesh reinforcement 16 is arranged.
Feature of the present invention is that also described reinforcing bar 9 or steel mesh reinforcement 16 expose outside the light block 3.As shown in figure 10, the reinforcing bar 9 that is provided with in its described supporting rod 14 exposes outside the light block 3.
Feature of the present invention is that also described light block 3 is provided with at least one in groove 17, projection 18, reinforcing bar filler strip 19, pit 20 or the pore 21.As shown in figure 11, its described light block 3 is provided with reinforcing bar filler strip 19 and pore 21.As shown in figure 12, its described light block 3 is provided with projection 18 and pit 20.As shown in figure 13, its described light block 3 is provided with groove 17.
Feature of the present invention also is to be superimposed with in the described groove 17 the superimposed reinforcing bar 9 in back.As shown in figure 13, be superimposed with the superimposed reinforcing bar 9 in back in its described groove 17.
Feature of the present invention is that also at least one prestressing force or nonprestressed reinforcement or steel strand 9 are arranged in the described light block 3.As shown in figure 12, in its described light block 3 prestressed reinforcing bar 9 is arranged.
Feature of the present invention also is in the described light block 3 reinforce 22 is arranged, and perhaps the reinforce 22 in the light block 3 exposes and is anchored at base plate 1 or/and in the side plate 2.As shown in figure 13, in its described light block 3 reinforce 22 is arranged, the reinforce 22 in the light block 3 exposes and is anchored in the base plate 1, and diagram reinforce 22 is an iron wire.
Feature of the present invention is that also described Cavity structural member is provided with carrying suspender member 23.As shown in figure 13, its described Cavity structural member is provided with carrying suspender member 23.
Feature of the present invention is that also described at least two internal-rib dead slots draw a straight line at interval.As shown in Figure 1, its described many internal-rib dead slots draw a straight line at interval.
Feature of the present invention is that also the internal-rib dead slot on described at least two same straight lines is parallel.As shown in Figure 1, the internal-rib dead slot on its described many same straight lines is parallel.
Feature of the present invention is that also described at least two fillings flush with at least one end of prefabricated units.As shown in Figure 1, its described filling flushes with an end of prefabricated units.
Feature of the present invention also be filling that described termination flushes with prefabricated units at interval or near setting.As shown in Figure 1, the filling that flushes of its described termination is provided with at interval with prefabricated units.
Feature of the present invention also is described Cast-in-place concrete rib 26 and Cast-in-place concrete internal-rib 27 quadratures or oblique.As shown in Figure 1, its described Cast-in-place concrete rib 26 and Cast-in-place concrete internal-rib 27 quadratures.
Feature of the present invention is that also cast-in-situ reinforced concrete iterative structure panel 28 is arranged on described Cast-in-place concrete rib 26 and Cast-in-place concrete internal-rib 27 and the prefabricated units.As shown in Figure 1, on its described Cast-in-place concrete rib 26 and Cast-in-place concrete internal-rib 27 and the prefabricated units cast-in-situ reinforced concrete iterative structure panel 28 is arranged.
Feature of the present invention also is to show to flush on described Cast-in-place concrete rib 26 and Cast-in-place concrete internal-rib 27 end faces and the prefabricated units, and no cast-in-situ reinforced concrete iterative structure panel 28 above the prefabricated units constitutes folded rib hollowcore slab.As shown in Figure 2, show to flush on its described Cast-in-place concrete rib 26 and Cast-in-place concrete internal-rib 27 end faces and the prefabricated units, no cast-in-situ reinforced concrete iterative structure panel 28 above the prefabricated units constitutes folded rib hollowcore slab.
Feature of the present invention is that also the top board of described prefabricated units is concrete plate or reinforced concrete slab.As shown in Figure 2, the top board of its described prefabricated units is the concrete plate.
Feature of the present invention also is described prefabricated units fissure of displacement butt joint.As shown in Figure 3, its described prefabricated units fissure of displacement butt joint.
Feature of the present invention also is described prefabricated units straight joint butt joint.As shown in Figure 1, its described prefabricated units straight joint butt joint.
Feature of the present invention is that also described side plate is arranged on the same straight line, constitutes side plate rib.As shown in Figure 1, its described side plate is arranged on the same straight line, constitutes side plate rib.
Feature of the present invention is that also described at least two strip side plate ribs are parallel.As shown in Figure 1, its described side plate rib is parallel.
Feature of the present invention is that also at least one end of described prefabricated units is supported on the Cast-in-place concrete wall or/and on bright, the dark beam.As shown in Figure 1, its described prefabricated units one end is supported on the dark beam of Cast-in-place concrete.
Feature of the present invention also be described prefabricated units 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 2, its described prefabricated units two end supports is on bright beam of Cast-in-place concrete and dark beam.
Feature of the present invention is that also described prefabricated units base plate face flushes with the soffit.As shown in Figure 1, its prefabricated units base plate face flushes with the soffit.
Feature of the present invention also is described Cast-in-place concrete rib 26 or/and Cast-in-place concrete internal-rib 27 intersects with wall or beam and connects to integral body.As shown in Figure 1, its described Cast-in-place concrete rib 26 and Cast-in-place concrete internal-rib 27 intersects with wall or beam and connects 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 26 and/or the Cast-in-place concrete internal-rib 27.As shown in Figure 1, be respectively arranged with prestressed reinforcement in its described Cast-in-place concrete rib 26 and the Cast-in-place concrete internal-rib 27.
During the invention process, press earlier construction requirement mounting bracket or template, lay and fill with prefabricated units 25, 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 lightweight concrete board.
Claims (10)
1, a kind of lightweight concrete board, comprise cast-in-situ reinforced concrete (24), fill with prefabricated units (25), fill each other alternately with prefabricated units (25), and wrap up in and be contained in the cast-in-situ reinforced concrete (24), filling with prefabricated units (25) is Cast-in-place concrete rib (26) each other, fill and comprise strip base plate (1) with prefabricated units (25), at least two side plates (2), side plate (2) stands on the base plate (1), constitute the strip frid, it is characterized in that being arranged at intervals with at least two above light blocks (3) in the elongated slot of described strip frid, interval formation between the light block (3) and elongated slot quadrature are or/and the internal-rib dead slot (4) of oblique, biside plate (2) is located the internal-rib side plate die cavity (5) that is communicated with it at internal-rib dead slot (4), the link bridge (6) that side plate (2) are arranged on the die cavity (5), base plate (1) is extended with the toss (7) of strip under the side plate (2), there is hard case (8) the upward top and the side of light block (3), there is cast-in-situ reinforced concrete (24) to form Cast-in-place concrete internal-rib (27) in the internal-rib dead slot (4), Cast-in-place concrete internal-rib (27) passes internal-rib side plate die cavity (5), and links to each other with Cast-in-place concrete rib (26).
2, lightweight concrete board according to claim 1 is characterized in that in the base plate (1) of described and side plate (2) intersection area vertically elongated prestressing force or nonprestressed reinforcement or steel strand (9) being arranged.
3, lightweight concrete board according to claim 1 is characterized in that prestressing force or nonprestressed reinforcement or steel strand (9) are arranged at the top of described side plate (2).
4, lightweight concrete board according to claim 1 is characterized in that described prefabricated light block (3) and Cast-in-place concrete side plate (2) are superimposed.
5, lightweight concrete board according to claim 1 is characterized in that described prefabricated light block (3) and Cast-in-place concrete base plate (1) are superimposed.
6, lightweight concrete board according to claim 1 is characterized in that described prefabricated light block (3) is simultaneously superimposed with Cast-in-place concrete base plate (1) and Cast-in-place concrete side plate (2).
7, lightweight concrete board according to claim 1 is characterized in that described link bridge (6) is the lightweight block link bridge or the link bridge of putting more energy into; Perhaps lightweight block link bridge (6) is or/and the link bridge of putting more energy into (6) is the compound connection bridge of stratiform; Perhaps lightweight block link bridge (6) is or/and the link bridge of putting more energy into (6) has one deck endless tube composite bed (10) at least; Perhaps lightweight block link bridge (6) is or/and be compounded with metal sheet (11) on the link bridge of putting more energy into (6).
8, lightweight concrete board according to claim 1 is characterized in that having in the described link bridge (6) prestressing force or nonprestressed reinforcement or steel strand (9); Perhaps there be at least one transverse slat (12) to link between the biside plate (2); Perhaps transverse slat (12) is arranged on the end of biside plate (2).
9, lightweight concrete board according to claim 1 is characterized in that reinforcing rib (13) is arranged on the described light block (3); Perhaps in the light block (3) supporting rod (14) is arranged; The floor (15) of perhaps putting more energy in the light block (3); Perhaps reinforcing rib (13) or/and supporting rod (14) or/and reinforcing bar (9) or steel mesh reinforcement (16) are arranged in the floor of putting more energy into (15); Perhaps reinforcing bar (9) or steel mesh reinforcement (16) expose outside the light block (3).
10, lightweight concrete board according to claim 1 is characterized in that described light block (3) is provided with at least one in groove (17), projection (18), reinforcing bar filler strip (19), pit (20) or the pore (21); Perhaps be superimposed with back superimposed reinforcing bar (9) in the groove (17); At least one prestressing force or nonprestressed reinforcement or steel strand (9) are perhaps arranged in the light block (3); Perhaps in the light block (3) reinforce (22) is arranged, perhaps the reinforce (22) in the light block (3) exposes and is anchored at base plate (1) or/and in the side plate (2); Perhaps prefabricated units are provided with carrying suspender member (23); Perhaps at least two internal-rib dead slots draw a straight line at interval; Perhaps the internal-rib dead slot at least two same straight lines is parallel; Perhaps at least two fillings flush with at least one end of prefabricated units; Perhaps the filling that flushes of termination with prefabricated units at interval or near setting; Perhaps Cast-in-place concrete rib (26) and Cast-in-place concrete internal-rib (27) quadrature or oblique; Perhaps on Cast-in-place concrete rib (26) and Cast-in-place concrete internal-rib (27) and the prefabricated units cast-in-situ reinforced concrete iterative structure panel (28) is arranged; Perhaps show to flush on Cast-in-place concrete rib (26) and Cast-in-place concrete internal-rib (27) end face and the prefabricated units, no cast-in-situ reinforced concrete iterative structure panel (28) above the prefabricated units constitutes folded rib hollowcore slab; Perhaps the top board of prefabricated units is concrete plate or reinforced concrete slab; Perhaps prefabricated units fissure of displacement butt joint; Perhaps prefabricated units straight joint butt joint; Perhaps side plate is arranged on the same straight line, constitutes side plate rib; Perhaps at least two strip side plate ribs are parallel; Perhaps at least one end of prefabricated units is supported on the Cast-in-place concrete wall or/and on bright, the dark beam; Perhaps the prefabricated units two end supports at the Cast-in-place concrete wall or/and on bright, the dark beam or on the concrete collar tie beam; Perhaps prefabricated units base plate face flushes with the soffit; Perhaps Cast-in-place concrete rib (26) or/and Cast-in-place concrete internal-rib (27) and wall or beam intersect and connect to integral body; Perhaps in Cast-in-place concrete rib (26) and/or the Cast-in-place concrete internal-rib (27) prestressed reinforcement or prestress wire or no-cohesive prestressed reinforcement are arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200410097663A CN100593062C (en) | 2004-11-23 | 2004-11-23 | Lightweight concrete board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200410097663A CN100593062C (en) | 2004-11-23 | 2004-11-23 | Lightweight concrete board |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1779129A true CN1779129A (en) | 2006-05-31 |
| CN100593062C CN100593062C (en) | 2010-03-03 |
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ID=36769579
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200410097663A Expired - Fee Related CN100593062C (en) | 2004-11-23 | 2004-11-23 | Lightweight concrete board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100593062C (en) |
-
2004
- 2004-11-23 CN CN200410097663A patent/CN100593062C/en not_active Expired - Fee Related
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| Publication number | Publication date |
|---|---|
| CN100593062C (en) | 2010-03-03 |
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