CN1854412A - Cast-in-situs concrete board - Google Patents

Abstract

A concrete board casting on-site comprises a light weight inner mold and an outer reinforcement concrete. There is at least one vertical flute in at least one vertical side of the mold and a vertical chamfer on at least one of the corners on the same side. The molds are arrayed tightly side by side. At casting, concrete forms share force piers in the vertical flutes and chamfers.

Description

A kind of In-situ cast concrete board

(1) technical field

The present invention relates to a kind of In-situ cast concrete board.

(2) background technology

In-situ cast concrete board is to use wider floor structural form at present, have that speed of application is fast, structure height is little, advantages such as ceiling decoration can be cut apart and need not to room area flexibly, the lightening permanent loose tool of filling in it has various hollow sections and box, and box has hollow or solid.Is that ZL99232921.3, name are called " cast-in-place reinforced concrete filling thin wall cylinder " utility model patent as the applicant in the patent No. of application on March 10th, 1999, it is made up of horniness thin-walled tube and two plugs, is applied to use as the lightening permanent loose tool in the arch without beam.The beam army in Shijiazhuang City, Hebei Province city and for example, the patent No. of application was ZL00203695.9 on February 23rd, 2000, name is called the formwork that uses in " combination concrete hidden rib floor structure " utility model patent, " formwork can be solid; also can be hollow; available plant straw; glass fiber reinforced plastic; sheet iron plate; light materials such as glass fibre cement are made to have walked to the 7th line description at Instructions Page 2 the 5th, its profile can be made rectangle according to designing requirement, circular, shapes such as polygon; ", being applied to equally make up in the dark close rib building roof of concrete also is to use as light permanent inner-base.But no matter be hollow section or box, after being applied to superstructure as light permanent inner-base, all can form unidirectional Cast-in-place concrete rib hollow building cover or two-way Cast-in-place concrete hollow-ribbed floor, but can't form the two-way hollow building cover of shear connector formula, though Guizhou University of Technology has applied for that the patent No. is ZL97200102.6, name is called " the two-way hollow big plate of steel bar concrete shear connector formula " utility model patent, it discloses the two-way hollow building cover of a kind of shear connector formula, have from heavy and light, stress performance, anti-seismic performance is good, architectural space such as can divide flexibly at characteristics, but its complex structure, very difficulty is made in construction, wastes time and energy.Therefore, develop a kind of novel In-situ cast 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 In-situ cast concrete board, characteristics such as have easy construction, speed of application is fast, construction cost is low, mechanical property is good, in light weight.

Solution of the present invention is on the basis of existing technology, comprise steel bar concrete, light tyre moulding member, light tyre moulding member is wrapped up in and is contained in the steel bar concrete, it is characterized in that at least one side of light tyre moulding member, having at least one groove that runs through upper and lower surface, at least one vertical corner position of same side is the vertical chamfering that runs through upper and lower surface, light tyre moulding member is close to arrangement, cast-in-situ reinforced concrete has formed Cast-in-place concrete shearing pier at groove or vertical chamfer site, and corresponding In-situ cast concrete board has formed shearing pier formula In-situ cast concrete board.Like this, run through owing to being provided with in the side of light tyre moulding member, the groove of soffit, at the vertical corner position of same side on running through, the vertical chamfering of soffit, thereby, in In-situ cast concrete board, form element is close to arrangement, wrap up in and be contained in the cast-in-situ reinforced concrete, at groove and vertical chamfer site, Cast-in-place concrete has then formed the shearing pier of In-situ cast concrete board, it is very convenient to construct, fast, thereby reached purpose of the present invention, in addition, In-situ cast concrete board also has simple in structure, the intensity height, characteristics such as construction cost is low, be applicable to the superstructure of cast-in-situ reinforced concrete or prestressed reinforced concrete, roof system, body of wall, sole plate and bridge use, and are particularly useful for arch without beam and use.

Another solution of the present invention is on the basis of existing technology, comprise steel bar concrete, light tyre moulding member, light tyre moulding member is wrapped up in and is contained in the steel bar concrete, light tyre moulding member each other alternately, be the cast-in-situ reinforced concrete rib each other, it is characterized in that at least one side of light tyre moulding member, having at least one groove that runs through upper and lower surface, at least one vertical corner position of same side is the vertical chamfering that runs through upper and lower surface, and Cast-in-place concrete has formed Cast-in-place concrete reinforcing rib on the cast-in-situ reinforced concrete rib at groove or vertical chamfer site.Like this, owing to be provided with the groove that runs through upper and lower surface in the side of light tyre moulding member, at the vertical corner position of same side for running through the vertical chamfering in upper and lower surface, thereby, in In-situ cast concrete board, at groove and vertical chamfer site, Cast-in-place concrete has then formed the reinforcing rib of Cast-in-place concrete rib and its intersection area, thereby eliminated the stress concentration phenomenon effectively, prevented the generation in crack, and can bear bigger point load effect and do not destroy; Simultaneously, In-situ cast concrete board also has characteristics such as simple in structure, that intensity is high, construction cost is low, thereby reached purpose of the present invention, be applicable to that superstructure, roof system, body of wall, sole plate and the bridge of cast-in-situ reinforced concrete or prestressed reinforced concrete uses, be particularly useful for arch without beam and use.

Feature of the present invention is that also the same side of described light tyre moulding member is provided with the groove more than two.Like this, concrete pours in the groove on the light tyre moulding member, has formed the vertical strengthening ribs structure of shearing pier or Cast-in-place concrete rib, has strengthened the rigidity and the intensity of the inner load-carrying construction of In-situ cast concrete board greatly, has improved the transmission force property and the stability of In-situ cast concrete board structure.

Feature of the present invention is that also the same side of described light tyre moulding member is provided with two vertical chamferings.Like this, concrete pours in the above-mentioned vertical chamfering, has formed shearing pier or reinforcing rib structure, has optimized the load and the force transferring structure of In-situ cast concrete board inside, and it is more reasonable that its internal construction is arranged.

Feature of the present invention also is described groove, vertical chamfering self or is parallel to each other.Like this, after concrete poured in the above-mentioned groove that is parallel to each other, the vertical chamfering, corresponding reinforcing rib that is parallel to each other or the shearing pier structure that has formed cast-in-place moulding improved the mechanical property of In-situ cast concrete board greatly.

Feature of the present invention also is described groove and vertical chamfering extension back oblique.Like this, after concrete pours in above-mentioned groove and the vertical chamfering, form the crossing or crossing force transferring structure in prolongation back of power transmission line, optimized the performance of inner each Force transmission parts of In-situ cast concrete board.

Feature of the present invention is that also the chamfering of at least one end of described vertical chamfering and two transverse intersection or the intersection point of inner corner trim or arc angle intersect, and Cast-in-place concrete has formed the Cast-in-place concrete reinforcing rib at the chamfering of transverse intersection or inner corner trim or arc angle position.Like this, form the structure of shearing pier and reinforcing rib combination, improved the mechanical property of In-situ cast concrete board greatly.

The intersection point of the lower end that feature of the present invention also is described vertical chamfering and the horizontal chamfering that intersects intersects, upper end and the horizontal chamfering that intersects or laterally inner corner trim or laterally the intersection point of arc angle intersect.Like this, shearing pier and reinforcing rib structure combining have been formed, horizontal chamfer site in the bottom has formed the frange plate of Cast-in-place concrete reinforcing band or Cast-in-place concrete rib, has improved the shock resistance and the shear behavior of mechanical property, the especially In-situ cast concrete board of In-situ cast concrete board greatly.

Feature of the present invention is that also described chamfering or arc angle self or mutual size change, and perhaps chamfering or arc angle are broken line shape, shaped form, step.Like this, in In-situ cast concrete board, Cast-in-place concrete pour into above-mentioned self or mutually size change, perhaps be in the chamfering or arc angle of broken line shape, shaped form, step, formed and above-mentioned chamfering or corresponding Cast-in-place concrete reinforcing rib of arc angle or shearing pier in In-situ cast concrete board inside, can fully satisfy the needs of In-situ cast concrete board under different occasions, different situations, make things convenient for design and construction unit to select for use.

Feature of the present invention is that also described groove or inner corner trim self or mutual size change, and perhaps groove or inner corner trim are broken line shape, shaped form, step.Like this, in In-situ cast concrete board, Cast-in-place concrete pour into above-mentioned self or mutually size change, after perhaps being shaped as in the groove of broken line shape, shaped form, step or the inner corner trim, Cast-in-place concrete reinforcing rib, shearing pier structure have been formed with above-mentioned groove or the corresponding broken line shape of inner corner trim, shaped form or step in In-situ cast concrete board inside, can effectively strengthen the weak force part of In-situ cast concrete board inside, make the stressed and force transfer system layout of In-situ cast concrete board inside more become perfect, improved the overall performance of In-situ cast concrete board greatly.

Feature of the present invention also is on two opposite flanks of described light tyre moulding member the groove that is parallel to each other is arranged.Like this, concrete pours in the groove that is parallel to each other, and has formed the shearing pier or the reinforcing rib structure that are parallel to each other, has improved the mechanical property of In-situ cast concrete board greatly.

Feature of the present invention also be described light tyre moulding member end face or bottom surface at least one be provided with at least one groove, Cast-in-place concrete has formed the Cast-in-place concrete reinforcing rib at the groove position.Like this, in In-situ cast concrete board, concrete pours in the groove on form element end face or the bottom surface, has formed cast-in-place reinforcing rib structure, has improved the intensity and the rigidity of In-situ cast concrete board greatly.

Feature of the present invention is that also the groove on side, end face or the bottom surface of described light tyre moulding member is interconnected.Like this, in In-situ cast concrete board, concrete has formed Cast-in-place concrete netted reinforcing rib structure after pouring in the above-mentioned groove that is interconnected, the performance indications of the each side such as tension, resistance to compression, shearing resistance, antidetonation of In-situ cast concrete board are increased substantially, and the building that can fully satisfy various different force requests uses.

Feature of the present invention also is to have on the described light tyre moulding member at least one groove that the groove that runs through upper and lower surface on the plural side is communicated with.Like this, in In-situ cast concrete board, concrete has formed Cast-in-place concrete netted reinforcing rib structure after pouring in the above-mentioned groove that is interconnected, and the building that can fully satisfy various different force requests uses.

Feature of the present invention is that also the upper end of the groove on the side of described light tyre moulding member or lower end or the two are toroidal or step.Like this, in In-situ cast concrete board, after concrete pours in the above-mentioned groove, correspondingly formed tubaeform or step-like Cast-in-place concrete reinforcing rib structure, made structure more solid and reliable, survivable.

Feature of the present invention is that also described light tyre moulding member is provided with at least one in hole or the convex module.Like this, concrete pours into and has formed Cast-in-place concrete rod member or pier stud in the hole, can carry out the part to the weak part of structure strengthens, the convex module that is provided with on the light tyre moulding member can with in the In-situ cast concrete board not the concrete of load find time, reduced the consumption of concrete, also reduce simultaneously the weight of In-situ cast concrete board, improved the structure of In-situ cast concrete board greatly.

Feature of the present invention also is to contain reinforce in the described light tyre moulding member, perhaps also has reinforce to expose, and is anchored in the steel bar concrete.Like this, the reinforce that is provided with in the light tyre moulding member has improved the intensity of carcass itself greatly, makes it at transportation, cracky not in the installation process, can reduce the breakage rate of form element effectively, the corresponding construction cost that reduces In-situ cast concrete board.If also expose reinforce is arranged, then bonding is more firm between form element and the Cast-in-place concrete, and the globality of In-situ cast concrete board is better.

Feature of the present invention is that also described light tyre moulding member is solid or hollow.Like this, when form element was solid carcass, cracky not in the In-situ cast concrete board work progress was even there is breakage also can not influence follow-up construction.When form element was hollow matrix, form element weight was lighter, and the construction carrying is more convenient, and cost is lower, and the construction cost of corresponding In-situ cast concrete board is lower.

Feature of the present invention is that also the solid light form element is a duricrust light solid carcass.Like this, survivable in the In-situ cast concrete board work progress when form element is duricrust light solid carcass, even there is breakage also can not influence follow-up concrete construction, the corresponding construction cost that reduces In-situ cast concrete board.

Feature of the present invention also is to be provided with in the described light tyre moulding member at least one in bracing boom, reinforcing rib, the stiffening rib, perhaps at least one in bracing boom, reinforcing rib, the stiffening rib exposed outside the light tyre moulding member, perhaps also have reinforce to expose, and be anchored in the steel bar concrete.Like this, in In-situ cast concrete board, stiffening rib, bracing boom, reinforcing rib that is provided with in the light tyre moulding member or the stiffening rib that exposes, bracing boom, reinforcing rib can form the cast-in-place and prefabricated composite construction that combines with Cast-in-place concrete, have optimized the inner stress system of In-situ cast concrete board; If also have reinforce to expose on it, then light tyre moulding member and Cast-in-place concrete bonding is more firm, and the globality of In-situ cast concrete board is better.

Feature of the present invention is that also described light tyre moulding member is provided with align member.Align member can be draw ring, drag hook, iron wire, feet, small lugs, little protruding nail or other device.Like this, in In-situ cast concrete board, can accurately locate, prevent that phenomenons such as light tyre moulding member floats, displacement from producing when building concrete, simultaneously, also can carry out spacingly, guarantee the pouring quality of In-situ cast concrete board effectively reinforcing bar to light tyre moulding member.

Feature of the present invention is that also described light tyre moulding member is provided with connecting elements, perhaps a plurality of light tyre moulding members connect into light tyre moulding member in groups by connecting elements, perhaps be the internal-rib die cavity in groups between the light tyre moulding member of light tyre moulding member, cast-in-situ reinforced concrete has formed the cast-in-situ reinforced concrete internal-rib in the internal-rib die cavity, and links to each other with the cast-in-situ reinforced concrete rib.Like this, in In-situ cast concrete board, Cast-in-place concrete enters in the internal-rib die cavity, has formed the Cast-in-place concrete internal-rib, has improved the mechanical property of In-situ cast concrete board; Simultaneously, light tyre moulding member is connected as one by connector, has constituted light core assembly, thereby, improved the efficiency of construction and the speed of application of In-situ cast concrete board greatly.

Feature of the present invention is that also described light tyre moulding member is extended with toss, a plurality of light tyre moulding members connect into light tyre moulding member in groups by toss, perhaps be the internal-rib die cavity in groups between the light tyre moulding member of light tyre moulding member, cast-in-situ reinforced concrete has formed the cast-in-situ reinforced concrete internal-rib in the internal-rib die cavity, and links to each other with the cast-in-situ reinforced concrete rib.Like this, in In-situ cast concrete board, toss can replace construction formwork, saves the template installation procedure, has reduced material wastage rate, simultaneously, has improved efficiency of construction.If a plurality of light tyre moulding members connect into light tyre moulding member in groups by toss, then the efficiency of construction of light tyre moulding member is higher, and construction cost is lower.

Feature of the present invention is that also described light tyre moulding member is provided with the carrying part.The carrying part can be handle, suspension hook, suspension ring or other device.Like this, can very easily light tyre moulding member be piled up, transport, lift and construct, reduce the work difficulty and the working strength of above-mentioned operation, help improving efficiency of construction, reduce the construction cost of In-situ cast concrete board.

Feature of the present invention also is also to be provided with dark beam in the described In-situ cast concrete board or/and bright beam.Like this, the mechanical property of In-situ cast concrete board is better, helps that local pressure in the In-situ cast concrete board is increased the district and strengthens; When being provided with dark beam, can strengthen the mechanical property of In-situ cast concrete board, simultaneously, dark beam lies in In-situ cast concrete board inside, and the external structure that does not influence In-situ cast concrete board is attractive in appearance, does not take the usage space of building during use, can more effectively improve the usage space of building.

(4) description of drawings

Fig. 1 is the structural representation of the embodiment of the invention 1.

Fig. 2 is the structural representation of the embodiment of the invention 2.

Fig. 3 is the structural representation of the embodiment of the invention 3.

Fig. 4 is the structural representation of the embodiment of the invention 4.

Fig. 5 is the structural representation of the embodiment of the invention 5.

Fig. 6 is the structural representation of the embodiment of the invention 6.

Fig. 7 is one of structural representation of light tyre moulding member 2 in the embodiment of the invention.

Fig. 8 be light tyre moulding member 2 in the embodiment of the invention structural representation two.

Fig. 9 be light tyre moulding member 2 in the embodiment of the invention structural representation three.

Figure 10 be light tyre moulding member 2 in the embodiment of the invention structural representation four.

Figure 11 be light tyre moulding member 2 in the embodiment of the invention structural representation five.

Figure 12 be light tyre moulding member 2 in the embodiment of the invention structural representation six.

Figure 13 be light tyre moulding member 2 in the embodiment of the invention structural representation seven.

Figure 14 be light tyre moulding member 2 in the embodiment of the invention structural representation eight.

Figure 15 be light tyre moulding member 2 in the embodiment of the invention structural representation nine.

Figure 16 be light tyre moulding member 2 in the embodiment of the invention structural representation ten.

Figure 17 be light tyre moulding member 2 in the embodiment of the invention structural representation 11.

Figure 18 be light tyre moulding member 2 in the embodiment of the invention structural representation 12.

Figure 19 be light tyre moulding member 2 in the embodiment of the invention structural representation 13.

Figure 20 be light tyre moulding member 2 in the embodiment of the invention structural representation 14.

Figure 21 be light tyre moulding member 2 in the embodiment of the invention structural representation 15.

Figure 22 be light tyre moulding member 2 in the embodiment of the invention structural representation 16.

Figure 23 be light tyre moulding member 2 in the embodiment of the invention structural representation 17.

Figure 24 be light tyre moulding member 2 in the embodiment of the invention structural representation 18.

Figure 25 be light tyre moulding member 2 in the embodiment of the invention structural representation 19.

Figure 26 be light tyre moulding member 2 in the embodiment of the invention structural representation 20.

Figure 27 be light tyre moulding member 2 in the embodiment of the invention structural representation 21.

Figure 28 is the structural representation of the embodiment of the invention 7.

Figure 29 is the structural representation of the embodiment of the invention 8.

(5) specific embodiment

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

The present invention as shown in drawings, comprise steel bar concrete 1, light tyre moulding member 2, light tyre moulding member 2 is wrapped up in and is contained in the steel bar concrete 1, it is characterized in that at least one side of light tyre moulding member 2, having at least one groove 3 that runs through upper and lower surface, at least one vertical corner position of same side is the vertical chamfering 4 that runs through upper and lower surface, light tyre moulding member 2 is close to arrangement, cast-in-situ reinforced concrete 1 has formed Cast-in-place concrete shearing pier 5 at groove 3 or vertical chamfering 4 positions, and corresponding In-situ cast concrete board has formed shearing pier formula In-situ cast concrete board.In each accompanying drawing, 1 is steel bar concrete, and 2 is light tyre moulding member, and 3 for running through the groove on upper and lower surface, and 4 is vertical chamfering, and 5 is Cast-in-place concrete shearing pier, and 6 is the cast-in-situ reinforced concrete rib, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, cast-in-place concrete cored steel bar concrete 1, the light tyre moulding member 2 of comprising, light tyre moulding member 2 is wrapped up in and is contained in the steel bar concrete 1, a side of light tyre moulding member 2 is provided with a groove 3 that runs through upper and lower surface, the vertical corner position of same side is the vertical chamfering 4 that runs through upper and lower surface, light tyre moulding member 2 is close to arrangement, and cast-in-situ reinforced concrete 1 has formed Cast-in-place concrete shearing pier 5 at vertical inner corner trim 4 positions, and corresponding In-situ cast concrete board has formed shearing pier formula In-situ cast concrete board.Fig. 7 is the structural representation of the shuttering member 2 in cast-in-place concrete cored shown in Fig. 1,2,3,4,5,6.

The present invention as shown in drawings, comprise steel bar concrete 1, light tyre moulding member 2, light tyre moulding member 2 is wrapped up in and is contained in the steel bar concrete 1, light tyre moulding member 2 each other alternately, be cast-in-situ reinforced concrete rib 6 each other, it is characterized in that at least one side of light tyre moulding member 2, having at least one groove 3 that runs through upper and lower surface, at least one vertical corner position of same side is the vertical chamfering 4 that runs through upper and lower surface, and Cast-in-place concrete has formed the Cast-in-place concrete reinforcing rib 7 on the cast-in-situ reinforced concrete rib 6 at groove 3 or vertical chamfering 4 positions.As shown in Figure 3, it is described a groove 3 that runs through upper and lower surface on a side of light tyre moulding member 2, the vertical corner position of same side is the vertical chamfering 4 that runs through upper and lower surface, and Cast-in-place concrete has formed the Cast-in-place concrete reinforcing rib 7 on the cast-in-situ reinforced concrete rib 6 at groove 3 positions.

Feature of the present invention is that also the same side of described light tyre moulding member 2 is provided with the groove 3 more than two.As shown in Figure 8, the same side of its described light tyre moulding member 2 is provided with two grooves 3.

Feature of the present invention is that also the same side of described light tyre moulding member 2 is provided with two vertical chamferings 4.As shown in Figure 9, the same side of its described light tyre moulding member 2 is provided with two vertical chamferings 4.

Feature of the present invention also is described groove 3, vertical chamfering 4 self or is parallel to each other.As shown in figure 10, its described groove 3, vertical chamfering 4 are arranged in parallel.

Feature of the present invention also is described groove 3 and vertical chamfering 4 extension back obliques.As shown in figure 11, its described groove 3 extends the back oblique with vertical chamfering 4.

Feature of the present invention is that also the chamfering 8 of at least one end of described vertical chamfering 4 and two transverse intersection or the intersection point of inner corner trim 9 or arc angle 10 intersect, and Cast-in-place concrete has formed Cast-in-place concrete reinforcing rib 7 at the chamfering 8 of transverse intersection or inner corner trim 9 or arc angle 10 positions.As shown in figure 13, the intersection point of an end of its described vertical inner corner trim 4 and the inner corner trim 9 of two transverse intersection intersects, and the intersection point of the chamfering 8 of the other end and two transverse intersection intersects.As shown in figure 29, the intersection point of an end of its described vertical inner corner trim 4 and the inner corner trim 9 of two transverse intersection intersects, and Cast-in-place concrete has formed Cast-in-place concrete reinforcing rib 7 at inner corner trim 9 positions of transverse intersection.

The intersection point of the lower end that feature of the present invention also is described vertical chamfering 4 and the horizontal chamfering 8 that intersects intersects, upper end and the horizontal chamfering 8 that intersects or laterally inner corner trim 9 or laterally the intersection point of arc angle 10 intersect.As shown in figure 14, the intersection point of the lower end of its described vertical chamfering 4 and the horizontal chamfering 8 that intersects intersects, and the intersection point of upper end and the horizontal arc angle 10 that intersects intersects.

Feature of the present invention also be described chamfering 4,8 or arc angle 10 self or mutually size change, perhaps chamfering 4,8 or arc angle 10 are broken line shape, shaped form, step.As shown in figure 12, its described chamfering 4 is a shaped form.

Feature of the present invention also be described groove 3 or inner corner trim 9 self or mutually size change, perhaps groove 3 or inner corner trim 9 are broken line shape, shaped form, step.As shown in figure 12, its described groove 3 is a step.

Feature of the present invention also is on two opposite flanks of described light tyre moulding member 2 groove 3 that is parallel to each other is arranged.As shown in figure 15, on two of its described light tyre moulding member 2 opposite flanks the groove 3 that is parallel to each other is arranged.

Feature of the present invention also be described light tyre moulding member 2 end faces or bottom surface at least one be provided with at least one groove 3, Cast-in-place concrete has formed Cast-in-place concrete reinforcing rib 7 at groove 3 positions.As shown in figure 16, its described light tyre moulding member 2 end faces are provided with groove 3, and Cast-in-place concrete has formed Cast-in-place concrete reinforcing rib 7 at groove 3 positions.

Feature of the present invention is that also the groove 3 on side, end face or the bottom surface of described light tyre moulding member 2 is interconnected.As shown in figure 17, the groove 3 on the side of its described light tyre moulding member 2, end face and the bottom surface is interconnected.

Feature of the present invention also is to have on the described light tyre moulding member 2 at least one groove 3 that the groove that runs through upper and lower surface on the plural side 3 is communicated with.As shown in figure 18, fluted 3 the groove that runs through upper and lower surface on the adjacent side 3 is communicated with on its described light tyre moulding member 2.

Feature of the present invention is that also the upper end of the groove 3 on the side of described light tyre moulding member 2 or lower end or the two are toroidal or step.As shown in figure 19, the upper end of the groove 3 on the side of its described light tyre moulding member 2 is a toroidal.

Feature of the present invention is that also described light tyre moulding member 2 is provided with at least one in hole 11 or the convex module 12.As shown in figure 20, its described light tyre moulding member 2 is provided with hole 11 and convex module 12.

Feature of the present invention also is to contain reinforce 13 in the described light tyre moulding member 2, perhaps also has reinforce 13 to expose, and is anchored in the steel bar concrete 1.As shown in figure 21, contain reinforce 13 in its described light tyre moulding member 2.

Feature of the present invention is that also described light tyre moulding member 2 is for solid or hollow.As shown in figure 22, its described light tyre moulding member 2 is solid.

Feature of the present invention is that also solid light form element 2 is duricrust light solid carcass.As shown in figure 23, its described solid light form element 2 is a duricrust light solid carcass.

Feature of the present invention also is to be provided with in the described light tyre moulding member 2 at least one in bracing boom 14, reinforcing rib 15, the stiffening rib 16, perhaps at least one in bracing boom 14, reinforcing rib 15, the stiffening rib 16 exposed outside the light tyre moulding member 2, perhaps also have reinforce 13 to expose, and be anchored in the steel bar concrete 1.As shown in figure 24, be provided with bracing boom 14, reinforcing rib 15 and stiffening rib 16 in its described light tyre moulding member 2, and bracing boom 14 exposes outside the light tyre moulding member 2.

Feature of the present invention is that also described light tyre moulding member 2 is provided with align member 17.As shown in figure 25, its described light tyre moulding member 2 is provided with align member 17.

Feature of the present invention is that also described light tyre moulding member 2 is provided with connecting elements 18, perhaps a plurality of light tyre moulding members 2 connect into light tyre moulding member in groups by connecting elements 18, be internal-rib die cavity 19 between the light tyre moulding member 2 of light tyre moulding member in groups perhaps, cast-in-situ reinforced concrete 1 has formed cast-in-situ reinforced concrete internal-rib 20 in internal-rib die cavity 19, and links to each other with cast-in-situ reinforced concrete rib 6.As shown in figure 26, its described light tyre moulding member 2 is provided with connecting elements 18, a plurality of light tyre moulding members 2 connect into light tyre moulding member in groups by connecting elements 18, be internal-rib die cavity 19 between the light tyre moulding member 2 of light tyre moulding member in groups, as shown in figure 28, its described light tyre moulding member 2 is provided with connecting elements 18, a plurality of light tyre moulding members 2 connect into light tyre moulding member in groups by connecting elements 18, be internal-rib die cavity 19 between the light tyre moulding member 2 of light tyre moulding member in groups, cast-in-situ reinforced concrete 1 has formed cast-in-situ reinforced concrete internal-rib 20 in internal-rib die cavity 19, and links to each other with cast-in-situ reinforced concrete rib 6.

Feature of the present invention is that also described light tyre moulding member 2 is extended with toss 21, a plurality of light tyre moulding members 2 connect into light tyre moulding member in groups by toss 21, be internal-rib die cavity 19 between the light tyre moulding member 2 of light tyre moulding member in groups perhaps, cast-in-situ reinforced concrete 1 has formed cast-in-situ reinforced concrete internal-rib 20 in internal-rib die cavity 19, and links to each other with cast-in-situ reinforced concrete rib 3.As shown in figure 27, its described light tyre moulding member 2 is extended with toss 21, and a plurality of light tyre moulding members 2 connect into light tyre moulding member in groups by toss 21, is internal-rib die cavity 19 between the light tyre moulding member 2 of light tyre moulding member in groups.

Feature of the present invention is that also described light tyre moulding member 2 is provided with carrying part 22.As shown in figure 27, its described light tyre moulding member 2 is provided with carrying part 22.

Feature of the present invention also is also to be provided with dark beam 23 in the described In-situ cast concrete board or/and bright beam 24.As shown in Figure 5, also be provided with dark beam 23 in its described In-situ cast concrete board, as shown in Figure 6, also be provided with bright beam 24 in its described In-situ cast concrete board.

During the invention process, press earlier construction requirement mounting bracket or template, lay light tyre moulding member 2, re-lay the reinforcing bar of reinforcing bar or dark beam 23 or bright beam 24, 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 In-situ cast concrete board.

Claims (10)

1, a kind of In-situ cast concrete board, comprise steel bar concrete (1), light tyre moulding member (2), light tyre moulding member (2) is wrapped up in and is contained in the steel bar concrete (1), it is characterized in that at least one side of light tyre moulding member (2), having at least one to run through, the groove of soffit (3), at least one vertical corner position of same side is on running through, the vertical chamfering (4) of soffit, light tyre moulding member (2) is close to arrangement, cast-in-situ reinforced concrete (1) has formed Cast-in-place concrete shearing pier (5) at groove (3) or vertical chamfering (4) position, and corresponding In-situ cast concrete board has formed shearing pier formula In-situ cast concrete board.

2, a kind of In-situ cast concrete board, comprise steel bar concrete (1), light tyre moulding member (2), light tyre moulding member (2) is wrapped up in and is contained in the steel bar concrete (1), light tyre moulding member (2) each other alternately, be cast-in-situ reinforced concrete rib (6) each other, it is characterized in that at least one side of light tyre moulding member (2), having at least one to run through, the groove of soffit (3), at least one vertical corner position of same side is on running through, the vertical chamfering (4) of soffit, Cast-in-place concrete have formed the Cast-in-place concrete reinforcing rib (7) on the cast-in-situ reinforced concrete rib (6) at groove (3) or vertical chamfering (4) position.

3, according to claim 1 or 2 described a kind of In-situ cast concrete boards, the same side that it is characterized in that described light tyre moulding member (2) is provided with the groove (3) more than two.

4,, it is characterized in that the same side of described light tyre moulding member (2) is provided with two vertical chamferings (4) according to claim 1 or 2 described a kind of In-situ cast concrete boards.

5,, it is characterized in that described groove (3), vertical chamfering (4) self or be parallel to each other according to claim 1 or 2 described a kind of In-situ cast concrete boards; Perhaps groove (3) extends the back oblique with vertical chamfering (4).

6, according to claim 1 or 2 described a kind of In-situ cast concrete boards, at least one end that it is characterized in that described vertical chamfering (4) intersects with the intersection point of the chamfering (8) of two transverse intersection or inner corner trim (9) or arc angle (10), and Cast-in-place concrete has formed Cast-in-place concrete reinforcing rib (7) at the chamfering (8) of transverse intersection or inner corner trim (9) or arc angle (10) position; The intersection point of the lower end of perhaps vertical chamfering (4) and the horizontal chamfering (8) that intersects intersects, upper end and the horizontal chamfering (8) that intersects or laterally inner corner trim (9) or laterally the intersection point of arc angle (10) intersect; Perhaps chamfering (4,8) or arc angle (10) self or mutual size change, and perhaps chamfering (4,8) or arc angle (10) are broken line shape, shaped form, step; Perhaps groove (3) or inner corner trim (9) self or mutual size change, and perhaps groove (3) or inner corner trim (9) are broken line shape, shaped form, step.

7,, it is characterized in that on two opposite flanks of described light tyre moulding member (2) groove (3) that is parallel to each other being arranged according to claim 1 or 2 described a kind of In-situ cast concrete boards; Perhaps at least one of light tyre moulding member (2) end face or bottom surface is provided with at least one groove (3), and Cast-in-place concrete has formed Cast-in-place concrete reinforcing rib (7) at groove (3) position; Perhaps the groove (3) on side, end face or the bottom surface of light tyre moulding member (2) is interconnected; Perhaps there is at least one groove (3) that the groove that runs through upper and lower surface (3) on the plural side is communicated with on the light tyre moulding member (2).

8,, it is characterized in that the upper end of the groove (3) on the side of described light tyre moulding member (2) or lower end or the two are toroidal or step according to claim 1 or 2 described a kind of In-situ cast concrete boards; Perhaps light tyre moulding member (2) is provided with at least one in hole (11) or the convex module (12); Perhaps contain reinforce (13) in the light tyre moulding member (2), perhaps also have reinforce (13) to expose, and be anchored in the steel bar concrete (1); Perhaps light tyre moulding member (2) is solid or hollow; Perhaps solid light form element (2) is a duricrust light solid carcass.

9, according to claim 1 or 2 described a kind of In-situ cast concrete boards, it is characterized in that being provided with in the described light tyre moulding member (2) at least one in bracing boom (14), reinforcing rib (15), the stiffening rib (16), perhaps at least one in bracing boom (14), reinforcing rib (15), the stiffening rib (16) exposed outside the light tyre moulding member (2), perhaps also have reinforce (13) to expose, and be anchored in the steel bar concrete (1); Perhaps light tyre moulding member (2) is provided with align member (17); Perhaps light tyre moulding member (2) is provided with connecting elements (18), perhaps a plurality of light tyre moulding members (2) connect into light tyre moulding member in groups by connecting elements (18), perhaps be internal-rib die cavity (19) in groups between the light tyre moulding member of light tyre moulding member (2), cast-in-situ reinforced concrete (1) has formed cast-in-situ reinforced concrete internal-rib (20) in internal-rib die cavity (19), and links to each other with cast-in-situ reinforced concrete rib (6).

10, according to claim 1 or 2 described a kind of In-situ cast concrete boards, it is characterized in that described light tyre moulding member (2) is extended with toss (21), a plurality of light tyre moulding members (2) connect into light tyre moulding member in groups by toss (21), perhaps be internal-rib die cavity (19) in groups between the light tyre moulding member of light tyre moulding member (2), cast-in-situ reinforced concrete (1) has formed cast-in-situ reinforced concrete internal-rib (20) in internal-rib die cavity (19), and links to each other with cast-in-situ reinforced concrete rib (3); Perhaps light tyre moulding member (2) is provided with carrying part (22); Perhaps also be provided with dark beam (23) in the In-situ cast concrete board or/and bright beam (24).

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