CN1779108A - Lightweight concrete board - Google Patents

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 projected blocks are attached onto the substrate to form a whole body and to be separated each other with 30-130mm, which are filled with concrete cast in site to form internal ribs. All the projected blocks are installed in parallel in an axial line. At least one supporting frame on the each top of the ribs is used to connect with the adjacent projected block. Some edges are formed on both sides of the substrate with 10-60mm wider than the projected block. The concrete can be used as hollow roof, basement, wall or hollow bridge beam.

Description

A kind of lightweight concrete board

(1) technical field

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

(2) background technology

Advantages such as at present, the building of brick mix structure and reinforced concrete structure major part adopts precast hollow slab as floor structure, and it is fast that this floor structure has speed of application, and cost is low.But, only use the cement mortar joint filling, thereby globality is poor, is unfavorable for antidetonation, and phenomenons such as slit cracking, infiltration often occur owing to firmly do not link between adjacent two precast hollow slabs.In order to address the above problem, a lot of building have adopted the method for cast-in-place concrete cored (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 use for cover of storied building in space structure combination rib prefabricated units " patent of invention, its disclosed prefabricated unit 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 prefabricated units in this lightweight concrete board are in carrying, work progress, and its structure base plate is prone to the phenomenon that fractures, and breakage rate is big, and carrying, construction inconvenience have increased construction cost.For this reason, 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 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, 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 structure base plate with prefabricated units, protrude block, there are at least four to protrude block alternately on the structure base plate, protrude the alternate cavity internal-rib that is spaced apart between the block, protruding block and structure base plate constitutes whole, there is cast-in-situ reinforced concrete to form the Cast-in-place concrete internal-rib in the cavity internal-rib, and link to each other with the Cast-in-place concrete rib, it is characterized in that described protrusion block is arranged in parallel on same axis, the spacing of cavity internal-rib is 30-130mm, at least one the support spare that connects the adjacent protrusion block of support is arranged at the top of cavity internal-rib, and the both sides of structure base plate have than the toss of protruding the wide 10-60mm of block.Like this, connect at least one the support spare that supports adjacent protrusion block because the top of cavity internal-rib has, thereby the intensity of the prefabricated units in the lightweight concrete board is bigger with rigidity, shock resistance is better, and the structure base plate is frangibility more not, carrying with construct more convenient; Simultaneously, be arranged in parallel on same axis owing to protrude block, the spacing of cavity internal-rib is 30-130mm, thereby the making of prefabricated units is easier, and is convenient, and cost is low; In addition, because the both sides of structure base plate have than the toss of protruding the wide 10-60mm of block, thereby toss can replace construction formwork each other after the amalgamation, and it is more convenient to construct, and, can further reduce construction cost; Therefore, this lightweight concrete board has characteristics such as easy construction, cost is low, mechanical property is good, thereby reached purpose of the present invention, the thistle board, hollow building cover, roof system, sole plate, body of wall and the hollow bridges that are applicable to cast-in-situ reinforced concrete or prestressed reinforced concrete are used, and are specially adapted to hollow arch without beam and use.

Feature of the present invention is that also described protrusion block and structure base plate are global formation.Like this, when protruding block and be global formation with the structure base plate, the prefabricated units good integrity, firm and reliable connection between protrusion block and the structure base plate, difficult division is opened, and can reduce the proportion of goods damageds of prefabricated units.

Feature of the present invention is that also described protrusion block and structure base plate are on the structure base plate that waters after prefabricated block is bonded in.Like this, protrude block and separate making, make the producting process difficulty reduction, simultaneously, can adopt mechanization to produce in enormous quantities, help reducing production costs with the structure base plate, and water the intensity height behind the structure base plate, rigidity is big, can fully satisfy user demand.

Feature of the present invention also is to water after described to be protruded block and is bonded on the prefabricated panel.Like this, protrude block and separate making, make producting process difficulty reduce, simultaneously, can adopt mechanization to produce in enormous quantities, help reducing production costs with the structure base plate.

Feature of the present invention is that also described prefabricated protrusion block is connected on the prefabricated base plate.Like this, protrude block and separate making, make producting process difficulty reduce, simultaneously, can adopt mechanization to produce in enormous quantities, help reducing production costs with the structure base plate.

Feature of the present invention is that also described protrusion block is that part is prefabricated, the part after water, after water the part and structure base plate one moulding by casting.Like this, protrude block and separate making with the structure base plate, make producting process difficulty reduce, simultaneously, can adopt mechanization to produce in enormous quantities, help reducing cost, and part is protruded block and watered behind the structure base plate, its intensity height, big, the good integrity of rigidity can fully satisfy user demand.

Feature of the present invention is that also described support spare is one-body molded with the protrusion block.Like this, when support spare and protrusion block are one-body molded, bonding strength height between support spare and the protrusion block, rigidity is big, good integrity, thus make prefabricated units not fragile in application process, help reducing the proportion of goods damageds of prefabricated units.

Feature of the present invention is that also described support spare and protrusion block divide body formed.Like this, support spare with protrude block and divide when body formed, can adopt mechanization to produce in enormous quantities to it respectively, and then be grouped together, can enhance productivity greatly, reduce production costs.

Feature of the present invention is that also described at least one strength bar pass all and protrude block and support spares.Like this, protrude block and support spare because at least one strength bar passed all, thereby can improve rigidity, intensity and the globality of prefabricated units greatly.

Feature of the present invention is also that described at least one strength bar passed and protrudes block and cavity internal-rib.Like this, protrude block and cavity internal-rib because at least one strength bar passed, support spare can connect stressed, can make hollowcore slab be difficult for being damaged with prefabricated units, can reduce the proportion of goods damageds of product effectively.

Feature of the present invention is that also described at least two support spares are on same straight line.Like this, when support spare was located along the same line, support spare can connect stressed, can make prefabricated units be difficult for being damaged, and can reduce the proportion of goods damageds of product effectively.

Feature of the present invention is that also the support spare on described at least two same straight lines is parallel.When support spare is located along the same line, and have at least two support spares on the same straight line parallel, like this, the intensity and the rigidity of prefabricated units are bigger, and overall performance is better, and mechanical property is better.

Feature of the present invention is that also described structure base plate is a reinforced concrete slab.Like this, the structure base plate is a reinforced concrete slab, can improve the strength and stiffness of structure base plate greatly, perhaps makes it become prestressed member, thereby can improve its force structure, makes its mechanical property better.

Feature of the present invention is that also described structure base plate is the prestressed reinforced concrete plate.Like this, the structure base plate is the prestressed reinforced concrete plate, can improve the strength and stiffness of structure base plate greatly, perhaps makes it become prestressed member, thereby can improve its force structure, makes force structure more good, reasonable, and mechanical property is better.

Feature of the present invention is that also described structure base plate is a prestress wire concrete plate.Like this, the structure base plate is a prestress wire concrete plate, can improve the strength and stiffness of structure base plate greatly, thereby can improve its force structure, makes force structure more good, reasonable.

Feature of the present invention is that also described protrusion block is the light solid piece.Like this, when the protrusion block was the light solid piece, it was light to protrude the block own wt, simultaneously, be difficult for because of the people steps on, the object heap is pressed to subside and influenced building of concrete, simultaneously, according to different needs, also can very conveniently on the light solid piece, slot simply or punch, greatly facilitate practical application.

Feature of the present invention is that also described protrusion block is the light hollow piece.Like this, when the protrusion block was the light hollow piece, the weight of prefabricated units was lighter, and the construction carrying is more convenient.

Feature of the present invention is that also described protrusion block is an opening peviform box.Like this, the making of prefabricated units is more convenient, easy, and cost is lower.

Feature of the present invention is that also described protrusion block is the closed hollow block.Like this, when protruding block and being the closed hollow block, when described hollowcore slab be applied to prefabricated units cast-in-place concrete cored in after, concrete can not enter in the hollow mould shell, can play the effect of emptying concrete effectively, reduces the deadweight of hollowcore slab, improves the hollow rate of hollowcore slab.

Feature of the present invention is that also described protrusion block is outer hard interior soft composite block.Like this, when protrude block be outer hard in soft composite block, can excise soft material as required, form various grooves or hole, can make things convenient for various facilities or member to imbed in it, as if need not bury other facility underground the time, soft thing can be emptied concrete, the weight of reduction hollowcore slab.

Feature of the present invention is that also described protrusion block is the prestressing block.Like this, protrude bulk strength height, strong shock resistance, it is destroyed that it is difficult in application process, helps reducing the proportion of goods damageds of prefabricated units.

Feature of the present invention is that also described cavity internal-rib is an I type rib.Like this, in hollowcore slab, can form the dark rib of I type, can strengthen the load-carrying construction system in the hollowcore slab effectively, make the supporting capacity in the hollowcore slab stronger.

Feature of the present invention is that also described cavity internal-rib is worker's type rib.In hollowcore slab, formed the dark rib of I shape, can strengthen the load-carrying construction system in the hollowcore slab effectively, made the supporting capacity of hollowcore slab stronger.

Feature of the present invention is that also described cavity internal-rib is a  shape rib.Like this, can strengthen the load-carrying construction system in the hollowcore slab effectively, make the supporting capacity of hollowcore slab stronger.

Feature of the present invention also is to be provided with on the described protrusion block at least one in inner corner trim, chamfering or the arc angle.Like this, Cast-in-place concrete pours in above-mentioned inner corner trim, chamfering or the arc angle, and corresponding formation connects or the local Cast-in-place concrete member of strengthening, and can increase substantially the overall performance and the structural-load-carrying capacity of prefabricated units.

Feature of the present invention also is to have in the described protrusion block at least one in reinforcing rib, bracing piece or the stiffener.Like this, can strengthen the supporting capacity of prefabricated units greatly, reduce the proportion of goods damageds of prefabricated units in transportation, installation, work progress, save material, reduce the cost of hollowcore slab.

Feature of the present invention also is in the described protrusion block reinforce is arranged, and perhaps also is extended with reinforce and is anchored in the structure base plate.Like this, the intensity height of prefabricated units, rigidity are big, and good integrity.

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 prefabricated units 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 the rib space draws a straight line in described at least two cavitys.Like this, behind the Cast-in-place concrete, in above-mentioned cavity internal-rib, 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 cavity internal-rib 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 filling with prefabricated units.Like this, the end of filling with prefabricated units flushes setting, is very easy to building of thistle board, has reduced the loss of template significantly.

Feature of the present invention is that also filling that described termination flushes is with filling with prefabricated units at interval or near setting.Like this,, can adopt rational arrangement that the filling 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 also is described Cast-in-place concrete rib and Cast-in-place concrete internal-rib and fills with cast-in-situ reinforced concrete iterative structure panel is arranged on the prefabricated units.Like this, Cast-in-place concrete rib and Cast-in-place concrete internal-rib and fill when cast-in-situ reinforced concrete iterative structure panel is arranged on 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 is that also described Cast-in-place concrete rib and Cast-in-place concrete internal-rib end face flush with table on the prefabricated units with filling, fills with no cast-in-situ reinforced concrete iterative structure panel above the prefabricated units, constitutes and folds the 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 described filling is concrete plate or reinforced concrete slab with the top board of prefabricated units.Like this, when filling top board with prefabricated units when being concrete plate or reinforced concrete slab, building in the process of thistle board, filling can fully be satisfied the requirement and the instructions for use of working load with the top board of prefabricated units, and top board is survivable.

Feature of the present invention also is described filling prefabricated units fissure of displacement butt joint.Like this, when described filling is docked with the prefabricated units fissure of displacement, 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 filling prefabricated units straight joint butt joint.Like this, when described filling is docked with the prefabricated units straight joint, in work progress, can make things convenient for the construction of filling to lay greatly, reduce difficulty of construction, the reduction construction cost with prefabricated units.

Feature of the present invention is that also described filling is supported on the Cast-in-place concrete wall or/and on bright, the dark beam with at least one end of prefabricated units.Like this, can guarantee to fill in the thistle board support reliability effectively, convenient construction with prefabricated units.

Feature of the present invention also be described filling with 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.Like this, can guarantee to fill in the thistle board support reliability effectively, convenient construction with prefabricated units.

Feature of the present invention is that also described filling flushes with the soffit with prefabricated units base plate face.Like this, when filling when flushing with the soffit with prefabricated units base plate face, 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.

Figure 14 fills in the embodiment of the invention with 11 of the structural representation of prefabricated units.

Figure 15 fills in the embodiment of the invention with 12 of the structural representation of prefabricated units.

Figure 16 fills in the embodiment of the invention with 13 of the structural representation of prefabricated units.

Figure 17 fills in the embodiment of the invention with 14 of the structural representation of prefabricated units.

Figure 18 fills in the embodiment of the invention with 15 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 15, fill with prefabricated units 16, fill each other alternately with prefabricated units 16, and wrap up in and be contained in the cast-in-situ reinforced concrete 15, filling with prefabricated units 16 is Cast-in-place concrete rib 17 each other, fill and comprise structure base plate 1 with prefabricated units 16, protrude block 2, there are at least four to protrude block 2 alternately on the structure base plate 1, protrude the alternate cavity internal-rib 3 that is spaced apart between the block 2, protruding block 2 constitutes whole with structure base plate 1, there is cast-in-situ reinforced concrete 15 to form Cast-in-place concrete internal-rib 18 in the cavity internal-rib 3, and link to each other with Cast-in-place concrete rib 17, it is characterized in that described protrusion block 2 is arranged in parallel on same axis, the spacing of cavity internal-rib 3 is 30-130mm, at least one the support spare 4 that connects the adjacent protrusion block 2 of support is arranged at the top of cavity internal-rib 3, and the both sides of structure base plate 1 have than the toss 5 of protruding block 2 wide 10-60mm.In each accompanying drawing, 1 is the concrete base plate, and 2 is the concrete longitudinal vertical plate, 3 is reinforcing bar, and 4 is the cross rib die cavity, and 5 is the drawknot pier, 6 obturators for built on stilts or real core, 15 is cast-in-situ reinforced concrete, and 16 is to fill to use prefabricated units, and 17 is the Cast-in-place concrete rib, 18 is the Cast-in-place concrete internal-rib, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, lightweight concrete board comprises cast-in-situ reinforced concrete 15, fill with prefabricated units 16, fill each other alternately with prefabricated units 16, and wrap up in and be contained in the cast-in-situ reinforced concrete 15, filling with prefabricated units 16 is Cast-in-place concrete rib 17 each other, fill and comprise structure base plate 1 with prefabricated units 16, protrude block 2, there are five to protrude block 2 alternately on the structure base plate 1, protrude the alternate cavity internal-rib 3 that is spaced apart between the block 2, protruding block 2 constitutes whole with structure base plate 1, there is cast-in-situ reinforced concrete 15 to form Cast-in-place concrete internal-rib 18 in the cavity internal-rib 3, and link to each other with Cast-in-place concrete rib 17, its described protrusion block 2 is arranged in parallel on same axis, the spacing of cavity internal-rib 3 is 30-130mm, the support spare 4 that connects the adjacent protrusion block 2 of support is arranged at the top of cavity internal-rib 3, and the both sides of structure base plate 1 have than the toss 5 of protruding block 2 wide 10-60mm.As shown in Figure 4, for filling structural representation with prefabricated units 16.

Feature of the present invention is that also described protrusion block 2 and structure base plate 1 are global formation.As shown in Figure 1, its described protrusion block 2 is a global formation with structure base plate 1.

Feature of the present invention is that also described protrusion block 2 and structure base plate 1 are on the structure base plate 1 that waters after prefabricated block is bonded in.As shown in Figure 2, its described protrusion block 2 is on the structure base plate 1 that waters after prefabricated block is bonded in structure base plate 1.

Feature of the present invention also is to water after described to be protruded block 2 and is bonded on the prefabricated panel 1.As shown in Figure 3, it waters after described and protrudes block 2 and be bonded on the prefabricated panel 1.

Feature of the present invention is that also described prefabricated protrusion block 2 is connected on the prefabricated base plate 1.As shown in Figure 5, its described prefabricated protrusion block 2 is connected on the prefabricated base plate 1.

Feature of the present invention is that also described protrusion block 2 is prefabricated for part, water after the part, after water part and structure base plate 1 one moulding by casting.As shown in Figure 4, its described protrusion block 2 is that part is prefabricated, the part after water, after water the part and structure base plate 1 one moulding by casting.

Feature of the present invention is that also described support spare 4 is one-body molded with protrusion block 2.As shown in Figure 4, its described support spare 4 is one-body molded with protrusion block 2.

Feature of the present invention also is described support spare 4 and to protrude block 2 minutes body formed.As shown in Figure 5, its described support spare 4 is with to protrude block 2 minutes body formed.

Feature of the present invention is that also described at least one strength bar 6 pass all and protrude block 2 and support spares 4.As shown in Figure 6, its described strength bar 6 is passed all protrusion block 2 and support spares 4.

Feature of the present invention is also that described at least one strength bar 6 passed and protrudes block 2 and cavity internal-rib 3.As shown in Figure 7, its described strength bar 6 is passed and is protruded block 2 and cavity internal-rib 3.

Feature of the present invention is that also described at least two support spares 4 are on same straight line.As shown in Figure 7, its described support spare 4 is on same straight line.

Feature of the present invention is that also the support spare 4 on described at least two same straight lines is parallel.As shown in Figure 8, the support spare 4 on its described two straight lines is parallel.

Feature of the present invention is that also described structure base plate 1 is reinforced concrete slab.As shown in Figure 7, its described structure base plate 1 is a reinforced concrete slab.

Feature of the present invention is that also described structure base plate 1 is the prestressed reinforced concrete plate.As shown in Figure 8, its described structure base plate 1 is the prestressed reinforced concrete plate.

Feature of the present invention is that also described structure base plate 1 is prestress wire concrete plate.As shown in Figure 9, its described structure base plate 1 is a prestress wire concrete plate.

Feature of the present invention is that also described protrusion block 2 is the light solid piece.As shown in Figure 9, its described protrusion block 2 is the light solid piece.

Feature of the present invention is that also described protrusion block 2 is the light hollow piece.As shown in figure 10, its described protrusion block 2 is the light hollow piece.

Feature of the present invention is that also described protrusion block 2 is opening peviform box.As shown in figure 10, its described protrusion block 2 is an opening peviform box.

Feature of the present invention is that also described protrusion block 2 is the closed hollow block.As shown in Figure 2, its described protrusion block 2 is the closed hollow block.

Feature of the present invention is that also described protrusion block 2 is outer hard interior soft composite block.As shown in Figure 4, its described protrusion block 2 is outer hard interior soft composite block.

Feature of the present invention is that also described protrusion block 2 is the prestressing block.As shown in Figure 7, its described protrusion block 2 is the prestressing block.

Feature of the present invention is that also described cavity internal-rib 3 is I type rib.As shown in figure 10, its described cavity internal-rib 3 is an I type rib.

Feature of the present invention is that also described cavity internal-rib 3 is worker's type rib.As shown in figure 11, its described cavity internal-rib 3 is worker's type rib.

Feature of the present invention is that also described cavity internal-rib 3 is  shape rib.As shown in figure 12, its described cavity internal-rib 3 is a  shape rib.

Feature of the present invention also is to be provided with on the described protrusion block 2 at least one in inner corner trim 7, chamfering 8 or the arc angle 9.As Figure 13, Figure 14, shown in Figure 15, on its described protrusion block 2 chamfering 8, inner corner trim 7 and arc angle 9 are set.

Feature of the present invention also is to have in the described protrusion block 2 at least one in reinforcing rib 10, bracing piece 11 or the stiffener 12.As Figure 13, shown in Figure 14, in its described protrusion block 2 reinforcing rib 10, bracing piece 11 and stiffener 12 are arranged.

Feature of the present invention also is in the described protrusion block 2 reinforce 13 is arranged, and perhaps also is extended with reinforce 13 and is anchored in the structure base plate 1.As shown in figure 14, in its protrusion block 2 of stating reinforce 13 is arranged, and be extended with reinforce 13 and be anchored in the structure base plate 1.

Feature of the present invention is that also described prefabricated units are provided with carrying suspender member 14.As shown in figure 15, its described prefabricated units are provided with carrying suspender member 14.

Feature of the present invention is that also the rib space draws a straight line in described at least two cavitys.As shown in Figure 1, its described cross rib die cavity draws a straight line at interval.

Feature of the present invention is that also the cavity internal-rib on described at least two same straight lines is parallel.As shown in Figure 1, the cross rib die cavity 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 at least one 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 with prefabricated units near setting.

Feature of the present invention also is described Cast-in-place concrete rib 17 and Cast-in-place concrete internal-rib 18 quadratures or oblique.As shown in Figure 1, its described Cast-in-place concrete rib 17 and Cast-in-place concrete internal-rib 18 quadratures.

Feature of the present invention is that also cast-in-situ reinforced concrete iterative structure panel 18 is arranged on described Cast-in-place concrete rib 17 and Cast-in-place concrete internal-rib 18 and the prefabricated units.As shown in Figure 1, on its described Cast-in-place concrete rib 17 and Cast-in-place concrete internal-rib 18 and the prefabricated units cast-in-situ reinforced concrete iterative structure panel 19 is arranged.

Feature of the present invention also is to show to flush on described Cast-in-place concrete rib 17 and Cast-in-place concrete internal-rib 18 end faces and the prefabricated units, and no cast-in-situ reinforced concrete iterative structure panel 18 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 17 and Cast-in-place concrete internal-rib 18 end faces and the prefabricated units, no cast-in-situ reinforced concrete iterative structure panel 19 above the prefabricated units constitutes folded rib thistle board.

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 a concrete plate 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 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 are supported on the bright 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 1, its described prefabricated units two end supports is on bright, the dark beam of Cast-in-place concrete.

Feature of the present invention is that also described prefabricated units base plate face flushes with the soffit.As shown in Figure 3, its described prefabricated units base plate face flushes with the soffit.

Feature of the present invention also is described Cast-in-place concrete rib 17 or/and Cast-in-place concrete internal-rib 18 intersects with wall or beam and connects to integral body.As shown in Figure 1, its described Cast-in-place concrete rib 17 and Cast-in-place concrete internal-rib 18 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 17 and/or the Cast-in-place concrete internal-rib 18.As shown in Figure 1, in its described Cast-in-place concrete rib 17 and the Cast-in-place concrete internal-rib 18 prestressed reinforcement is arranged.As shown in Figure 3, in its described Cast-in-place concrete rib 17 prestressed reinforcement is arranged.

During the invention process, press earlier construction requirement mounting bracket or template, lay and fill with prefabricated units 16, 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 reinforced concrete light board.

Claims (10)

1, a kind of lightweight concrete board, comprise cast-in-situ reinforced concrete (15), fill with prefabricated units (16), fill each other alternately with prefabricated units (16), and wrap up in and be contained in the cast-in-situ reinforced concrete (15), filling with prefabricated units (16) is Cast-in-place concrete rib (17) each other, fill and comprise structure base plate (1) with prefabricated units (16), protrude block (2), there are at least four to protrude block (2) alternately on the structure base plate (1), protrude the alternate cavity internal-rib (3) that is spaced apart between the block (2), protruding block (2) constitutes whole with structure base plate (1), there is cast-in-situ reinforced concrete (15) to form Cast-in-place concrete internal-rib (18) in the cavity internal-rib (3), and link to each other with Cast-in-place concrete rib (17), it is characterized in that described protrusion block (2) is arranged in parallel on same axis, the spacing of cavity internal-rib (3) is 30-130mm, at least one the support spare (4) that connects the adjacent protrusion block of support (2) is arranged at the top of cavity internal-rib (3), and the both sides of structure base plate (1) have than the toss (5) of protruding the wide 10-60mm of block (2).

2, lightweight concrete board according to claim 1 is characterized in that described protrusion block (2) and structure base plate (1) are global formation.

3, lightweight concrete board according to claim 1 is characterized in that described protrusion block (2) and structure base plate (1) are on the structure base plate (1) that waters after prefabricated block is bonded in.

4, lightweight concrete board according to claim 1 is characterized in that watering after described and protrudes block (2) and be bonded on the prefabricated panel (1).

5, lightweight concrete board according to claim 1 is characterized in that described prefabricated protrusion block (2) is connected on the prefabricated base plate (1).

6, lightweight concrete board according to claim 1, it is characterized in that described protrusion block (2) for part prefabricated, the part after water, after water the part and structure base plate (1) one moulding by casting; Perhaps support spare (4) is one-body molded with protrusion block (2); Perhaps support spare (4) divides body formed with protrusion block (2); Perhaps at least one strength bar (6) passed all protrusion block (2) and support spares (4).

7, lightweight concrete board according to claim 1, it is characterized in that described at least one strength bar (6) passed protrudes block (2) and cavity internal-rib (3); Perhaps at least two support spares (4) are on same straight line; Perhaps the support spare (4) at least two same straight lines is parallel; Perhaps structure base plate (1) is a reinforced concrete slab.

8, lightweight concrete board according to claim 1 is characterized in that described structure base plate (1) is the prestressed reinforced concrete plate; Perhaps structure base plate (1) is a prestress wire concrete plate; Perhaps protruding block (2) is the light solid piece; Perhaps protruding block (2) is the light hollow piece; Perhaps protruding block (2) is opening peviform box.

9, lightweight concrete board according to claim 1 is characterized in that described protrusion block (2) is the closed hollow block; Perhaps protrude block (2) and be outer hard interior soft composite block; Perhaps protruding block (2) is the prestressing block; Perhaps cavity internal-rib (3) is an I type rib; Perhaps cavity internal-rib (3) is worker's type rib.

10, lightweight concrete board according to claim 1 is characterized in that described cavity internal-rib (3) is a  shape rib; Perhaps protrude at least one that is provided with on the block (2) in inner corner trim (7), chamfering (8) or the arc angle (9); Perhaps protrude at least one that has in the block (2) in reinforcing rib (10), bracing piece (11) or the stiffener (12); Perhaps protruding has reinforce (13) in the block (2), perhaps also be extended with reinforce (13) and be anchored in the structure base plate (1); Perhaps prefabricated units are provided with carrying suspender member (14); Perhaps at least two interior rib spaces of cavity draw a straight line; Perhaps the cavity internal-rib 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 (17) and Cast-in-place concrete internal-rib (18) quadrature or oblique; Perhaps on Cast-in-place concrete rib (17) and Cast-in-place concrete internal-rib (18) and the prefabricated units cast-in-situ reinforced concrete iterative structure panel (19) is arranged; Perhaps show to flush on Cast-in-place concrete rib (17) and Cast-in-place concrete internal-rib (18) end face and the prefabricated units, no cast-in-situ reinforced concrete iterative structure panel (19) 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 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 (17) or/and Cast-in-place concrete internal-rib (18) and wall or beam intersect and connect to integral body; Perhaps in Cast-in-place concrete rib (17) and/or the Cast-in-place concrete internal-rib (18) prestressed reinforcement or prestress wire or no-cohesive prestressed reinforcement are arranged.

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