CN1854401B - Cast-in-situs concrete board - Google Patents
Cast-in-situs concrete board Download PDFInfo
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- CN1854401B CN1854401B CN200510069818A CN200510069818A CN1854401B CN 1854401 B CN1854401 B CN 1854401B CN 200510069818 A CN200510069818 A CN 200510069818A CN 200510069818 A CN200510069818 A CN 200510069818A CN 1854401 B CN1854401 B CN 1854401B
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- Prior art keywords
- tyre moulding
- concrete
- cast
- light tyre
- situ
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- 239000004567 concrete Substances 0.000 title claims abstract description 193
- 238000011065 in-situ storage Methods 0.000 title claims description 138
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 36
- 238000000465 moulding Methods 0.000 claims description 143
- 239000011150 reinforced concrete Substances 0.000 claims description 41
- QTCANKDTWWSCMR-UHFFFAOYSA-N costic aldehyde Natural products C1CCC(=C)C2CC(C(=C)C=O)CCC21C QTCANKDTWWSCMR-UHFFFAOYSA-N 0.000 claims description 36
- ISTFUJWTQAMRGA-UHFFFAOYSA-N iso-beta-costal Natural products C1C(C(=C)C=O)CCC2(C)CCCC(C)=C21 ISTFUJWTQAMRGA-UHFFFAOYSA-N 0.000 claims description 36
- 238000010008 shearing Methods 0.000 claims description 27
- 229910000831 Steel Inorganic materials 0.000 claims description 24
- 239000010959 steel Substances 0.000 claims description 24
- 239000007787 solid Substances 0.000 claims description 18
- 239000011159 matrix material Substances 0.000 claims description 3
- 238000005266 casting Methods 0.000 abstract 2
- 230000002787 reinforcement Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 22
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 238000009415 formwork Methods 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 239000010902 straw Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
A concrete board casting on-site comprises a light weight inner mold and an outer reinforcement concrete. There are horizontal bottom flutes on each vertical sides of the inner mold to form a flute circle along the mold. There is a vertical flute in at least one of the four corners of the mold from bottom to top. The molds are arrayed tightly side by side. At casting, concrete forms reinforcing bars in horizontal flutes on the molds and share force piers in the vertical flutes.
Description
(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 very difficulty is made in its construction, complex structure, waste time and energy, in hollow part, its intensity is relative with rigidity relatively poor.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, can form shearing pier formula In-situ cast concrete board, can form two-way multi-ribbed plate again, and have characteristics such as easy construction, speed of application be fast.
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, the position that it is characterized in that contacting in all bottom surfaces, up and down, side of light tyre moulding member is costal fovea groove of the horizontal end, constitute the ring tyre bottom rib groove, at least one vertical corner of at least one side is a vertical angle pier groove that runs through top and end costal fovea groove, light tyre moulding member is close to arrangement, cast-in-situ reinforced concrete has formed the Cast-in-place concrete reinforcing rib in end costal fovea groove location, formed Cast-in-place concrete shearing pier at vertical pier groove position, angle, the Cast-in-place concrete reinforcing rib links to each other with Cast-in-place concrete shearing pier, and corresponding In-situ cast concrete board has formed shearing pier formula In-situ cast concrete board.Like this, in In-situ cast concrete board, light tyre moulding member is close to arrangement, wraps up in to be contained in the cast-in-situ reinforced concrete, and in the vertical angle pier groove at the vertical corner position on the side, Cast-in-place concrete has then formed the shearing pier of In-situ cast concrete board; In end costal fovea groove, Cast-in-place concrete has then formed the Cast-in-place concrete ribs that links to each other with the shearing pier, and it is very convenient, quick to construct, and intensity height, rigidity are big, thereby has reached purpose of the present invention; In addition, In-situ cast concrete board also has characteristics such as simple in structure, that intensity is high, construction cost is low, is 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, and is particularly useful for arch without beam and uses.
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, the position that contacts, all bottom surfaces, up and down, side that it is characterized in that light tyre moulding member is costal fovea groove of the horizontal end, constitute the ring tyre bottom rib groove, at least one vertical corner of at least one side is a vertical angle pier groove that runs through top and end costal fovea groove, Cast-in-place concrete has formed the edge of a wing of cast-in-situ reinforced concrete rib in costal fovea groove location of the horizontal end, corresponding cast-in-situ reinforced concrete rib has formed the inverted T-shaped rib, Cast-in-place concrete has formed the Cast-in-place concrete shearing pier of cast-in-situ reinforced concrete rib intersection area at vertical pier groove position, angle. like this, in In-situ cast concrete board, in the vertical angle pier groove at the vertical corner position on the side, Cast-in-place concrete has then formed the reinforcing rib of cast-in-situ reinforced concrete rib intersection area, simultaneously, end costal fovea groove location has formed the frange plate of cast-in-situ reinforced concrete rib, corresponding cast-in-situ reinforced concrete rib has formed I-shaped or the inverted T-shaped rib, thereby the intensity and the rigidity of In-situ cast concrete board have been strengthened effectively, eliminated the stress concentration phenomenon, prevented the generation in crack, and can bear bigger point load effect and do not destroy; In addition, In-situ cast concrete board also has characteristics such as simple in structure, that intensity is high, construction cost is low, is 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, and is particularly useful for arch without beam and uses.
Feature of the present invention is that also at least one pair of relative vertical corner of at least two opposite flanks of described light tyre moulding member is a vertical angle pier groove.Like this, concrete pours in the vertical angle pier groove at least one pair of vertical corner position of two opposite flanks of light tyre moulding member, formed the reinforcing rib structure of shearing pier structure or Cast-in-place concrete rib, made the laying of light tyre moulding member more convenient, the corresponding construction cost that reduces In-situ cast concrete board.
Feature of the present invention is that also two vertical corners of the same side of described light tyre moulding member are vertical angle pier groove.Like this, Cast-in-place concrete pours in two vertical angle pier grooves on the above-mentioned same side, corresponding vertical corner position at carcass has formed angle Dun Jianlidun or Cast-in-place concrete rib reinforcing rib structure, has strengthened the shear resistance of In-situ cast concrete board greatly, has improved the mechanical property of In-situ cast concrete board.
Feature of the present invention is that also all vertical corners of described light tyre moulding member are vertical angle pier groove.Like this, Cast-in-place concrete pours in the pier groove of above-mentioned angle, and the load-carrying construction form of corresponding In-situ cast concrete board is a shearing pier formula force structure, and bending resistance, shearing resistance, the shock resistance of In-situ cast concrete board are improved greatly, and mechanical property is improved greatly.
Feature of the present invention is that also the upper end of the vertical angle pier groove on the described light tyre moulding member and the intersection point of two crossing horizontal inner corner trims or chamfering or arc angle intersect.Like this, in In-situ cast concrete board, formed the structure of shearing pier and reinforcing rib combination, perhaps reinforcing rib and reinforcing rib structure combining have improved the mechanical property 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.
Feature of the present invention is that also chamfering or arc angle are broken line shape or shaped form or 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 also be described inner corner trim or end costal fovea groove or vertical angle pier groove self or mutually size change.
Feature of the present invention is that also inner corner trim or end costal fovea groove or vertical angle pier groove are broken line shape or shaped form or 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 inner corner trim of broken line shape, shaped form, step or end costal fovea groove or the groove, Cast-in-place concrete reinforcing rib, shearing pier structure have been formed with above-mentioned inner corner trim or end costal fovea groove or the corresponding broken line shape of groove, 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 is that also top the or side of described light tyre moulding member or at least one of bottom surface are provided with at least one groove. like this, in In-situ cast concrete board, concrete pour into above the form element or the groove of bottom surface in, form cast-in-place reinforcing rib structure, improved the intensity and the rigidity of In-situ cast concrete board greatly.
Feature of the present invention also be described above, the groove on side or the bottom surface is interconnected.
Groove above described, on side or the bottom surface also is connected with ring tyre bottom rib groove or vertical angle pier groove.Like this, after concrete pours in the above-mentioned groove that is interconnected, formed Cast-in-place concrete netted reinforcing rib structure, 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, the building that can fully satisfy various different force requests uses.
Feature of the present invention is that also the one or both ends of the vertical angle pier groove on the described light tyre moulding member are tubaeform or step or broken line shape or shaped form.Like this, in In-situ cast concrete board, after concrete pours in the pier groove of above-mentioned vertical angle, 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.
Feature of the present invention is that also light tyre moulding member also has reinforce to expose, and reinforce also is anchored in the steel bar concrete.Like this, the reinforce that is provided with in the lightweight 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 lightweight member effectively, the corresponding construction cost that reduces In-situ cast concrete board.If also expose reinforce is arranged, then bonding is more firm between lightweight member 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 carcass or hollow matrix.Like this, when lightweight member was solid component, cracky not in the In-situ cast concrete board work progress was even there is breakage also can not influence follow-up construction.When lightweight member was the hollow light member, lightweight member 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 lightweight member is duricrust solid light 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.
Feature of the present invention is that also in bracing boom, reinforcing rib, the stiffening rib at least one expose outside the light tyre moulding member.
Feature of the present invention is that also in bracing boom, reinforcing rib, the stiffening rib at least one also has reinforce to expose, and reinforce also is 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 lightweight 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 lightweight 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 lightweight 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 lightweight member.
Feature of the present invention is that also described light tyre moulding member is provided with connecting elements.
Feature of the present invention is that also a plurality of light tyre moulding members are linked to be form element in groups by connecting elements.
Feature of the present invention is also to be the internal-rib die cavity between the light tyre moulding member of light tyre moulding member in groups that 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, lightweight member is connected as one by connector, has constituted lightweight member in groups, 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, and a plurality of light tyre moulding members connect into form element in groups by toss.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 lightweight members connect into lightweight member in groups by toss, then the efficiency of construction of lightweight 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 lightweight 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 one of structural representation of light tyre moulding member 2 in the embodiment of the invention.
Fig. 6 be light tyre moulding member 2 in the embodiment of the invention structural representation two.
Fig. 7 be light tyre moulding member 2 in the embodiment of the invention structural representation three.
Fig. 8 be light tyre moulding member 2 in the embodiment of the invention structural representation four.
Fig. 9 be light tyre moulding member 2 in the embodiment of the invention structural representation five.
Figure 10 be light tyre moulding member 2 in the embodiment of the invention structural representation six.
Figure 11 be light tyre moulding member 2 in the embodiment of the invention structural representation seven.
Figure 12 be light tyre moulding member 2 in the embodiment of the invention structural representation eight.
Figure 13 be light tyre moulding member 2 in the embodiment of the invention structural representation nine.
Figure 14 be light tyre moulding member 2 in the embodiment of the invention structural representation ten.
Figure 15 be light tyre moulding member 2 in the embodiment of the invention structural representation 11.
Figure 16 be light tyre moulding member 2 in the embodiment of the invention structural representation 12.
Figure 17 be light tyre moulding member 2 in the embodiment of the invention structural representation 13.
Figure 18 be light tyre moulding member 2 in the embodiment of the invention structural representation 14.
Figure 19 be light tyre moulding member 2 in the embodiment of the invention structural representation 15.
Figure 20 be light tyre moulding member 2 in the embodiment of the invention structural representation 16.
Figure 21 be light tyre moulding member 2 in the embodiment of the invention structural representation 17.
Figure 22 be light tyre moulding member 2 in the embodiment of the invention structural representation 18.
Figure 23 is the structural representation of the embodiment of the invention 5.
(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, the position that it is characterized in that contacting in all bottom surfaces, up and down, side of light tyre moulding member 2 is costal fovea groove of the horizontal end 3, constitute the ring tyre bottom rib groove, at least one vertical corner of at least one side is a vertical angle pier groove 4 that runs through top and end costal fovea groove 3, light tyre moulding member 2 is close to arrangement, cast-in-situ reinforced concrete 1 has formed Cast-in-place concrete reinforcing rib 5 at costal fovea groove 3 positions, the end, formed Cast-in-place concrete shearing pier 6 at vertical pier groove 4 positions, angle, Cast-in-place concrete reinforcing rib 5 links to each other with Cast-in-place concrete shearing pier 6, 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 is costal fovea groove of the horizontal end, and 4 is vertical angle pier groove, and 5 is the Cast-in-place concrete reinforcing rib, and 6 is Cast-in-place concrete shearing pier, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, the cast-in-place concrete cored steel bar concrete 1 that comprises, light tyre moulding member 2, light tyre moulding member 2 is wrapped up in and is contained in the steel bar concrete 1, the position that contacts, its described all bottom surfaces, up and down, side at light tyre moulding member 2 is costal fovea groove of the horizontal end 3, constitute the ring tyre bottom rib groove, the vertical corner of a side is above running through and the vertical angle pier groove 4 of end costal fovea groove 3, light tyre moulding member 2 is close to arrangement, cast-in-situ reinforced concrete 1 has formed Cast-in-place concrete reinforcing rib 5 at costal fovea groove 3 positions, the end, formed Cast-in-place concrete shearing pier 6 at vertical pier groove 4 positions, angle, Cast-in-place concrete reinforcing rib 5 links to each other with Cast-in-place concrete shearing pier 6, and corresponding In-situ cast concrete board has formed shearing pier formula In-situ cast concrete board.Fig. 5 is the structural representation of the shuttering member 2 in cast-in-place concrete cored shown in Fig. 1,2,3,4.
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 7 each other, the position that contacts, all bottom surfaces, up and down, side that it is characterized in that light tyre moulding member 2 is costal fovea groove of the horizontal end 3, constitute the ring tyre bottom rib groove, at least one vertical corner of at least one side is a vertical angle pier groove 4 that runs through top and end costal fovea groove 3, Cast-in-place concrete has formed the edge of a wing 8 of cast-in-situ reinforced concrete rib 7 at costal fovea groove 3 positions, the horizontal end, corresponding cast-in-situ reinforced concrete rib 7 has formed the inverted T-shaped rib, and Cast-in-place concrete has formed the Cast-in-place concrete shearing pier 6 of cast-in-situ reinforced concrete rib 7 intersection areas at vertical pier groove 4 positions, angle.As shown in Figure 2, its described light tyre moulding member 2 each other alternately, be cast-in-situ reinforced concrete rib 7 each other, the position that contacts, all bottom surfaces, up and down, side of light tyre moulding member 2 is costal fovea groove of the horizontal end 3, constitute the ring tyre bottom rib groove, the vertical corner of a side is above running through and the vertical angle pier groove 4 of end costal fovea groove 3, Cast-in-place concrete has formed the edge of a wing 8 of cast-in-situ reinforced concrete rib 7 at costal fovea groove 3 positions, the horizontal end, corresponding cast-in-situ reinforced concrete rib 7 has formed the inverted T-shaped rib, and Cast-in-place concrete has formed the Cast-in-place concrete shearing pier 6 of cast-in-situ reinforced concrete rib 7 intersection areas at vertical pier groove 4 positions, angle.
Feature of the present invention is that also at least one pair of relative vertical corner of at least two opposite flanks of described light tyre moulding member 2 is a vertical angle pier groove 4.As shown in Figure 6, a pair of relative vertical corner of two of its described light tyre moulding member 2 opposite flanks is a vertical angle pier groove 4.
Feature of the present invention is that also two vertical corners of the same side of described light tyre moulding member 2 are vertical angle pier groove 4.As shown in Figure 7, two of the same side of its described light tyre moulding member 2 vertical corners are vertical angle pier groove 4.
Feature of the present invention is that also all vertical corners of described light tyre moulding member 2 are vertical angle pier groove 4.As shown in Figure 8, all vertical corners of its described light tyre moulding member 2 are vertical angle pier groove 4.
Feature of the present invention is that also the upper end of the vertical angle pier groove 4 on the described light tyre moulding member 2 and the intersection point of two crossing horizontal inner corner trims 8 or chamfering 9 or arc angle 10 intersect. as shown in Figure 9, the upper end of the vertical angle pier groove 4 on its described light tyre moulding member 2 is crossing with the intersection point of two crossing horizontal inner corner trims 8, chamfering 9.
Feature of the present invention also be described chamfering 9 or arc angle 10 self or mutually size change.
Feature of the present invention is that also chamfering 9 or arc angle 10 are broken line shape or shaped form or step.As shown in Figure 9, its described chamfering 9 is a broken line shape.
Feature of the present invention also be described inner corner trim 8 or end costal fovea groove 3 or vertical angle pier groove 4 self or mutually size change.
Feature of the present invention is that also inner corner trim 8 or end costal fovea groove 3 or vertical angle pier groove 4 are broken line shape or shaped form or step.As shown in figure 10, its costal fovea groove of described end 3 is a shaped form.
Feature of the present invention is that also top the or side of described light tyre moulding member 2 or at least one of bottom surface are provided with at least one groove 4 '.As shown in figure 11, top, the side of its described light tyre moulding member 2 are provided with groove 4 '.
Feature of the present invention also be described above or side or bottom surface on groove 4 ' be interconnected.
Feature of the present invention also be described above or the groove 4 ' on side or the bottom surface also be connected with ring tyre bottom rib groove or vertical angle pier groove 4.As shown in figure 12, above it is described, the groove 4 on the side is interconnected, also be connected with ring tyre bottom rib groove and vertical angle pier groove 4.
Feature of the present invention is that also the one or both ends of the vertical angle pier groove 4 on the described light tyre moulding member 2 are tubaeform or step or broken line shape or shaped form.As shown in figure 12, the vertical angle pier groove 4 on its described light tyre moulding member 2 is a broken line shape.
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 14, its described light tyre moulding member 2 is provided with hole 11, convex module 12.
Feature of the present invention also is to contain reinforce 13 in the described light tyre moulding member 2.
Feature of the present invention is that also described light tyre moulding member 2 also has reinforce 13 to expose, and reinforce 13 also is anchored in the steel bar concrete 1.As shown in figure 15, 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 solid carcass or hollow matrix.As shown in figure 16, its described light tyre moulding member 2 is solid carcass.
Feature of the present invention is that also the solid light form element is light solid carcass or duricrust light solid carcass.As shown in figure 17, its described solid light form element 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.
Feature of the present invention is that also in bracing boom 14, reinforcing rib 15, the stiffening rib 16 at least one expose outside the light tyre moulding member 2.
Feature of the present invention is that also in bracing boom 14, reinforcing rib 15, the stiffening rib 16 at least one also has reinforce 13 to expose, and reinforce 13 also is anchored in the steel bar concrete 1.As shown in figure 18, 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, and be anchored in the steel bar concrete 1 of In-situ cast concrete board.
Feature of the present invention is that also described light tyre moulding member 2 is provided with align member 17.As shown in figure 19, 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.
Feature of the present invention is that also described light tyre moulding member 2 is provided with a plurality of light tyre moulding members 2 of connecting elements and is linked to be form element in groups by connecting elements 18.
Feature of the present invention is that also described light tyre moulding member 2 is provided with connecting elements and is internal-rib die cavity 19 in groups between the light tyre moulding member 2 of light tyre moulding member, 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 7.As shown in figure 20, its described light tyre moulding member 2 is provided with connecting elements 18, a plurality of light tyre moulding members 2 are linked to be form element 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 23, its described light tyre moulding member 2 is provided with connecting elements 18, a plurality of light tyre moulding members 2 are linked to be form element 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 7.
Feature of the present invention is that also described light tyre moulding member 2 is extended with toss 21, and a plurality of light tyre moulding members 2 are linked to be form element in groups by toss 21.As shown in figure 21, its described light tyre moulding member 2 is extended with toss 21, a plurality of light tyre moulding members 2 are linked to be form element in groups by toss 21, a plurality of light tyre moulding members 2 are linked to be light tyre moulding member in groups by bridging piece 21, are 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 22, 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 3, also be provided with dark beam 23 in its described In-situ cast concrete board, as shown in Figure 4, 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 (29)
1. 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), the position that it is characterized in that contacting in all bottom surfaces, up and down, side of light tyre moulding member (2) is horizontal end costal fovea groove (3), constitute the ring tyre bottom rib groove, at least one vertical corner of at least one side is a vertical angle pier groove (4) that runs through top and end costal fovea groove (3), light tyre moulding member (2) is close to arrangement, cast-in-situ reinforced concrete (1) has formed Cast-in-place concrete reinforcing rib (5) at end costal fovea groove (3) position, formed Cast-in-place concrete shearing pier (6) at vertical angle pier groove (4) position, Cast-in-place concrete reinforcing rib (5) links to each other with Cast-in-place concrete shearing pier (6), and corresponding In-situ cast concrete board has formed shearing pier formula In-situ cast concrete board.
2. 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 (7) each other, the position that contacts, all bottom surfaces, up and down, side that it is characterized in that light tyre moulding member (2) is horizontal end costal fovea groove (3), constitute the ring tyre bottom rib groove, at least one vertical corner of at least one side is a vertical angle pier groove (4) that runs through top and end costal fovea groove (3), Cast-in-place concrete has formed the edge of a wing (8) of cast-in-situ reinforced concrete rib (7) at horizontal end costal fovea groove (3) position, corresponding cast-in-situ reinforced concrete rib (7) has formed the inverted T-shaped rib, and Cast-in-place concrete has formed the Cast-in-place concrete shearing pier (6) of cast-in-situ reinforced concrete rib (7) intersection area at vertical angle pier groove (4) position.
3. according to claim 1 or 2 described a kind of In-situ cast concrete boards, at least one pair of the relative vertical corner that it is characterized in that at least two opposite flanks of described light tyre moulding member (2) is a vertical angle pier groove (4).
4. according to claim 1 or 2 described a kind of In-situ cast concrete boards, two vertical corners that it is characterized in that the same side of described light tyre moulding member (2) are vertical angle pier groove (4).
5. according to claim 1 or 2 described a kind of In-situ cast concrete boards, it is characterized in that all vertical corners of described light tyre moulding member (2) are vertical angle pier groove (4).
6. according to claim 1 or 2 described a kind of In-situ cast concrete boards, it is characterized in that the upper end of the vertical angle pier groove (4) on the described light tyre moulding member (2) and the intersection point of two crossing horizontal inner corner trims (8) or chamfering (9) or arc angle (10) intersect.
7. a kind of In-situ cast concrete board according to claim 6 is characterized in that described chamfering (9) or arc angle (10) self or mutual size change.
8. a kind of In-situ cast concrete board according to claim 6 is characterized in that chamfering (9) or arc angle (10) are broken line shape or shaped form or step.
9. a kind of In-situ cast concrete board according to claim 6 is characterized in that described inner corner trim (8) or end costal fovea groove (3) or vertical angle pier groove (4) self or mutual size change.
10. a kind of In-situ cast concrete board according to claim 6 is characterized in that inner corner trim (8) or end costal fovea groove (3) or vertical angle pier groove (4) are broken line shape or shaped form or step.
11., it is characterized in that the top or side of described light tyre moulding member (2) or at least one of bottom surface are provided with at least one groove (4 ') according to claim 1 or 2 described a kind of In-situ cast concrete boards.
12. a kind of In-situ cast concrete board according to claim 11, it is characterized in that described above or side or bottom surface on groove (4 ') be interconnected.
13. a kind of In-situ cast concrete board according to claim 11, it is characterized in that described above or the groove (4 ') on side or the bottom surface also be connected with ring tyre bottom rib groove or vertical angle pier groove (4).
14. according to claim 1 or 2 described a kind of In-situ cast concrete boards, the one or both ends that it is characterized in that the vertical angle pier groove (4) on the described light tyre moulding member (2) are tubaeform or step or broken line shape or shaped form.
15., it is characterized in that described light tyre moulding member (2) is provided with at least one in hole (11) or the convex module (12) according to claim 1 or 2 described a kind of In-situ cast concrete boards.
16., it is characterized in that containing in the described light tyre moulding member (2) reinforce (13) according to claim 1 or 2 described a kind of In-situ cast concrete boards.
17. a kind of In-situ cast concrete board according to claim 16 is characterized in that light tyre moulding member (2) also has reinforce (13) to expose, reinforce (13) also is anchored in the steel bar concrete (1).
18., it is characterized in that described light tyre moulding member (2) is solid carcass or hollow matrix according to claim 1 or 2 described a kind of In-situ cast concrete boards.
19. a kind of In-situ cast concrete board according to claim 18 is characterized in that the solid light form element is a duricrust light solid carcass.
20., 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) according to claim 1 or 2 described a kind of In-situ cast concrete boards.
21. a kind of In-situ cast concrete board according to claim 20 is characterized in that in bracing boom (14), reinforcing rib (15), the stiffening rib (16) at least one expose outside the light tyre moulding member (2).
22. a kind of In-situ cast concrete board according to claim 21 is characterized in that in bracing boom (14), reinforcing rib (15), the stiffening rib (16) at least one also has reinforce (13) to expose, reinforce (13) also is anchored in the steel bar concrete (1).
23., it is characterized in that described light tyre moulding member (2) is provided with align member (17) according to claim 1 or 2 described a kind of In-situ cast concrete boards.
24. a kind of In-situ cast concrete board according to claim 2 is characterized in that described light tyre moulding member (2) is provided with connecting elements (18).
25. a kind of In-situ cast concrete board according to claim 24 is characterized in that a plurality of light tyre moulding members (2) are linked to be form element in groups by connecting elements (18).
26. a kind of In-situ cast concrete board according to claim 24, it is characterized in that being between the light tyre moulding member of light tyre moulding member (2) in groups internal-rib die cavity (19), 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 (7).
27. a kind of In-situ cast concrete board according to claim 2 is characterized in that described light tyre moulding member (2) is extended with toss (21), a plurality of light tyre moulding members (2) are linked to be form element in groups by toss (21).
28., it is characterized in that described light tyre moulding member (2) is provided with carrying part (22) according to claim 1 or 2 described a kind of In-situ cast concrete boards.
29., it is characterized in that also being provided with dark beam (23) in the described In-situ cast concrete board or/and bright beam (24) according to claim 1 or 2 described a kind of In-situ cast concrete boards.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200510069818A CN1854401B (en) | 2005-04-28 | 2005-04-28 | Cast-in-situs concrete board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200510069818A CN1854401B (en) | 2005-04-28 | 2005-04-28 | Cast-in-situs concrete board |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1854401A CN1854401A (en) | 2006-11-01 |
| CN1854401B true CN1854401B (en) | 2010-05-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200510069818A Expired - Fee Related CN1854401B (en) | 2005-04-28 | 2005-04-28 | Cast-in-situs concrete board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1854401B (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0617180A2 (en) * | 1993-03-26 | 1994-09-28 | ONDAPLAST S.p.A. | Products for the fabrication of floors with lightening box elements and floors made with these products |
| CN1548673A (en) * | 2003-05-12 | 2004-11-24 | 邱则有 | In-situ cast hollow reinforced concrete board |
| CN1553028A (en) * | 2003-06-02 | 2004-12-08 | 邱则有 | Cavity component |
-
2005
- 2005-04-28 CN CN200510069818A patent/CN1854401B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0617180A2 (en) * | 1993-03-26 | 1994-09-28 | ONDAPLAST S.p.A. | Products for the fabrication of floors with lightening box elements and floors made with these products |
| CN1548673A (en) * | 2003-05-12 | 2004-11-24 | 邱则有 | In-situ cast hollow reinforced concrete board |
| CN1553028A (en) * | 2003-06-02 | 2004-12-08 | 邱则有 | Cavity component |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1854401A (en) | 2006-11-01 |
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