CN1296586C - Concrete filled light mould member - Google Patents
Concrete filled light mould member Download PDFInfo
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- CN1296586C CN1296586C CNB2003101039602A CN200310103960A CN1296586C CN 1296586 C CN1296586 C CN 1296586C CN B2003101039602 A CNB2003101039602 A CN B2003101039602A CN 200310103960 A CN200310103960 A CN 200310103960A CN 1296586 C CN1296586 C CN 1296586C
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- groove
- carcass
- concrete filled
- light base
- base mould
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- 239000004567 concrete Substances 0.000 title claims abstract description 79
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 23
- QTCANKDTWWSCMR-UHFFFAOYSA-N costic aldehyde Natural products C1CCC(=C)C2CC(C(=C)C=O)CCC21C QTCANKDTWWSCMR-UHFFFAOYSA-N 0.000 claims description 47
- 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 47
- 239000007787 solid Substances 0.000 claims description 27
- 239000011159 matrix material Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 13
- 238000010008 shearing Methods 0.000 abstract description 9
- 239000011150 reinforced concrete Substances 0.000 abstract description 7
- 230000000149 penetrating effect Effects 0.000 abstract 1
- 238000011065 in-situ storage Methods 0.000 description 13
- 239000004744 fabric Substances 0.000 description 8
- 238000010586 diagram Methods 0.000 description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 239000011083 cement mortar Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000002131 composite material Substances 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
- 238000011900 installation process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000010902 straw Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The present invention relates to a light stuffing die member for filling concrete, which comprises a stuffing body (1). The present invention is characterized in that the contact positions of all the side surfaces (2) and the lower bottom surface (3) are provided with transverse grooves (4) to form bottom rib grooves surrounding the stuffing body; at least one groove (6) penetrating through the upper surface (5) and the bottom rib grooves (4) is arranged on at least one side surface (2); at least one groove (6) on the upper surface (5) is communicated with the groove (6) on the side surface (2), which penetrates through the upper surface (5). In this way, when the stuffing die member is used in a cast-in-place concrete hollow floor, the stuffing die members are closely arranged and contained in the cast-in-place reinforced concrete; a shearing force pier of the floor, which is made of the cast-in-place concrete, is formed in the grooves on the side surfaces; cast-in-place reinforcing ribs or reinforcing ribs, which are made of the cast-in-place concrete and connected with the shearing pier, are formed in the bottom rib grooves and the grooves on the upper surface. The present invention has convenient and rapid construction and is suitable for hollow floors, roofs, wall bodies, foundation bottom slabs and hollow bridges, which are made of cast-in-place reinforced concrete or prestressed reinforced concrete.
Description
(1) technical field
The present invention relates to a kind of concrete filled light base mould member.
(2) background technology
Arch without beam is that present Cast-in-place Concrete Building Floor is used wider floor structural form, 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, wastes time and energy.Therefore, develop a kind of novel concrete filled light base mould member for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of concrete filled light base mould member, be applied to cast-in-situ concrete hollow floor after, can form the two-way hollow building cover of shear connector formula, 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 carcass, the position that contacts, all bottom surfaces, up and down, side that it is characterized in that described carcass is transverse concave groove, the transverse concave groove that is interconnected constitutes the ring tyre bottom rib groove, have at least one side at least one run through above and the groove of end costal fovea groove, above on have and run through top groove at least one groove and the side and be connected.Like this, when form element is applied to cast-in-situ concrete hollow floor, form element is close to arrangement, wraps up in and be contained in the cast-in-situ reinforced concrete, in the groove on the side, Cast-in-place concrete has then formed the shearing pier of superstructure; End costal fovea groove and above groove in, Cast-in-place concrete has then formed Cast-in-place concrete ribs or the reinforcing rib that links to each other with the shearing pier, it is very convenient, quick to construct, and intensity height, rigidity are big, thereby has reached purpose of the present invention.If when being applied to close rib building roof, then in the groove on the side, Cast-in-place concrete has then formed the reinforcing rib of Cast-in-place concrete rib, and simultaneously, end costal fovea groove location has formed the frange plate of Cast-in-place concrete rib, the Cast-in-place concrete rib has formed I-shaped or the inverted T-shaped rib, form reinforcing rib in the top groove, thereby strengthened the intensity and the rigidity of superstructure effectively, eliminated the stress concentration phenomenon, prevented the generation in crack, and can bear bigger point load effect and do not destroy; In addition, form element also has characteristics such as simple in structure, that intensity is high, making is easy, cost is low, the hollow building cover, roof system, body of wall, sole plate and the hollow bridges that are applicable to cast-in-situ reinforced concrete or prestressed reinforced concrete are used, and are particularly useful for hollow arch without beam and use.
Feature of the present invention also is on two opposite flanks of described carcass fluted at least.Like this, when form element was applied in the Cast-in-place Concrete Building Floor, Cast-in-place concrete poured in the above-mentioned vertical groove, corresponding shearing pier or the Cast-in-place concrete rib reinforcing rib structure of having formed in the lateral grooves of carcass, strengthen the shear resistance of Cast-in-place Concrete Building Floor greatly, improved the mechanical property of superstructure.
Feature of the present invention also is on two opposite flanks of described carcass the vertical groove that is parallel to each other is arranged.Like this, when form element was applied in the Cast-in-place Concrete Building Floor, Cast-in-place concrete poured in the above-mentioned vertical groove that is parallel to each other, corresponding Cast-in-place concrete reinforcing rib or the shearing pier structure of having formed, strengthen the shear resistance of superstructure greatly, improved the overall performance and the mechanical property of superstructure.
Feature of the present invention is that also at least one corner of the horizontal corner that vertical corner that adjacent side on the described carcass intersects or top and side are crossing is at least a in inner corner trim or chamfering or the arc angle.Like this, when form element is applied in the Cast-in-place Concrete Building Floor, after Cast-in-place concrete pours into inner corner trim, chamfering or the arc angle position of above-mentioned corner, corresponding shearing pier or reinforcing rib structure have been formed, improve the mechanical property of the inner cast-in-situ concrete structure of superstructure greatly, optimized the stressed and force transferring structure of superstructure inside.
Feature of the present invention is that also described inner corner trim or chamfering or arc angle intersect each other.
Feature of the present invention is that also described chamfering or arc angle size change, and perhaps chamfering or arc angle are broken line shape, shaped form or step.Like this, after form element is applied in the Cast-in-place Concrete Building Floor, 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 superstructure inside, can fully satisfy the needs of superstructure 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 costal fovea groove of the described end or groove or inner corner trim size change, and perhaps end costal fovea groove or groove or inner corner trim are broken line shape, shaped form or step.Like this, after form element is applied in the cast-in-situ concrete hollow floor, Cast-in-place concrete pour into above-mentioned self or mutually size change, after perhaps being shaped as in the end costal fovea groove of broken line shape, shaped form, step or groove or the inner corner trim, Cast-in-place concrete reinforcing rib, shearing pier structure have been formed with costal fovea groove of the above-mentioned end or groove or the corresponding broken line shape of inner corner trim, shaped form or step in superstructure inside, can effectively strengthen the weak force part of superstructure inside, make the stressed and force transfer system layout of superstructure inside more become perfect, improved the overall performance of superstructure greatly.
Feature of the present invention also is the groove of top or side of described carcass and at least a the intersecting in the inner corner trim on the carcass corner or chamfering or the arc angle.Like this, after form element was applied to cast-in-situ concrete hollow floor, the intensity and the rigidity of its superstructure were bigger, and mechanical property is better.
Feature of the present invention is that also the one or both ends of the groove on the described carcass are tubaeform, step, broken line shape or shaped form.Like this, after form element is applied in the cast-in-situ concrete hollow floor, 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 carcass is provided with at least a in hole or the convex module.Like this, after form element is applied in the cast-in-situ concrete hollow floor, 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 carcass can be found time the concrete that does not stress in the superstructure, reduce the consumption of concrete, also reduced the weight of superstructure simultaneously, improved the mechanical property of superstructure greatly.
Feature of the present invention also is to contain reinforce in the described carcass, perhaps also has reinforce to expose.Like this, the reinforce that is provided with in the carcass 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.If also expose reinforce is arranged, then bonding is more firm between form element and the Cast-in-place concrete, and the globality of superstructure is better.
Feature of the present invention is that also described carcass is solid carcass or hollow matrix.Like this, when form element was solid carcass, cracky not in the application process was even there is breakage also can not influence follow-up concrete construction.When form element was hollow matrix, form element weight was lighter, and the construction carrying is more convenient, and cost is lower.
Feature of the present invention is that also solid carcass is light solid carcass or duricrust light solid carcass.Like this, when form element was light solid carcass or duricrust light solid carcass, carcass is in application process, and was survivable, even there is breakage also can not influence follow-up concrete construction; Duricrust light solid carcass particularly can reduce the breakage rate of form element significantly.
Feature of the present invention also is to be provided with in the described carcass at least a in bracing boom, reinforcing rib, the stiffening rib.Like this, after form element was applied in the cast-in-situ concrete hollow floor, bracing boom that is provided with in the form element or stiffening rib or the bracing boom that exposes, stiffening rib can form composite construction with Cast-in-place concrete, had optimized the inner stress system of cast-in-situ concrete hollow floor.
Feature of the present invention also is at least a the exposing outside the carcass in described bracing boom, reinforcing rib or the stiffening rib.
Feature of the present invention also is at least a reinforce that exposes in described bracing boom, reinforcing rib or the stiffening rib.If also have reinforce to expose on it, then form element and Cast-in-place concrete bonding is more firm, and the globality of superstructure is better.
Feature of the present invention is that also described carcass 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, after form element is applied in the cast-in-situ concrete hollow floor, can accurately locate form element, prevent that phenomenons such as form element floats, displacement from producing when building concrete, simultaneously, also can carry out spacingly, guarantee the pouring quality of superstructure effectively reinforcing bar.
Feature of the present invention is that also described carcass is provided with connecting elements, and perhaps a plurality of carcasses are linked to be form element in groups by connecting elements.Like this, when form element is applied in the cast-in-situ concrete hollow floor, be connected as one, constituted form element in groups by connector, thereby, the efficiency of construction and the speed of application of superstructure improved greatly.
Feature of the present invention is that also described carcass is extended with toss, and a plurality of carcasses are linked to be form element in groups by toss.Like this, the construction more convenient and quicker of form element can be saved construction formwork simultaneously.
Feature of the present invention is that also described carcass is provided with the carrying part.Like this, can very easily form element be piled up, transport, lift and construct, reduce the work difficulty and the working strength of above-mentioned operation, help improving efficiency of construction, reduce construction cost.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1.In each accompanying drawing, 1 is carcass, and 2 is the side, and 3 is bottom surface, and 4 is costal fovea groove of the horizontal end, 5 be above, 6 is groove, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, the position that contacts, all bottom surfaces, 2 up and down, side 3 of its carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected.
Fig. 2 is the structural representation of the embodiment of the invention 2, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, also be provided with groove 6 on two opposite flanks 2 of its described carcass 1.
Fig. 3 is the structural representation of the embodiment of the invention 3, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, the vertical groove 6 that is provided with on two opposite flanks 2 of its described carcass 1 is parallel to each other.
Fig. 4 is the structural representation of the embodiment of the invention 4, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, the vertical corners that adjacent side 2 intersects on its described carcass 1 and above the 5 horizontal corners that intersect with side 2 be set to inner corner trim 7, chamfering 8 and arc angle 9 respectively.
Fig. 5 is the structural representation of the embodiment of the invention 5, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, its described arc angle 9 self size changes, from top to bottom from large to small.
Fig. 6 is the structural representation of the embodiment of the invention 6, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, its described groove 6 is a step.
Fig. 7 is the structural representation of the embodiment of the invention 7, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, also be provided with hole 10 and convex module 11 on its described carcass 1.
Fig. 8 is the structural representation of the embodiment of the invention 8, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, contain reinforce 12 in its described carcass 1, diagram reinforce 12 is gauze wire cloth and fibrous mesh cloth.
Fig. 9 is the structural representation of the embodiment of the invention 9, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, its described carcass 1 is solid carcass.
Figure 10 is the structural representation of the embodiment of the invention 10, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, carcass 1 is solid carcass, and its solid carcass 1 is a duricrust light solid carcass.
Figure 11 is the structural representation of the embodiment of the invention 11, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, be provided with bracing boom 13, reinforcing rib 14 and stiffening rib 15 in its described carcass 1, diagram bracing boom 13 has part to expose outside the carcass 1, also is provided with gauze wire cloth reinforce 12 in the diagram stiffening rib 15.
Figure 12 is the structural representation of the embodiment of the invention 12, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, its described carcass 1 is provided with align member 16, and illustrated position member 16 is a locating piece.
Figure 13 is the structural representation of the embodiment of the invention 13, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, its described carcass 1 is provided with connecting elements 17, illustrates a plurality of carcasses 1 and is linked to be form element in groups by connecting elements 17, and connecting elements 17 is rod member and socket joint hole.
Figure 14 is the structural representation of the embodiment of the invention 14, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, its described carcass 1 is extended with toss 18, illustrates a plurality of carcasses 1 and is linked to be form element in groups by toss 18.
Figure 15 is the structural representation of the embodiment of the invention 15, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, its described carcass 1 is provided with carrying part 19, and diagram carrying part 19 is a handle.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention as shown in drawings, comprise carcass 1, the position that contacts, all bottom surfaces, 2 up and down, side 3 that it is characterized in that described carcass 1 is transverse concave groove, the transverse concave groove that is interconnected constitutes the ring tyre bottom rib groove, have at least one to run through top 5 and the groove 6 of end costal fovea groove 4 at least one side 2, above have on 5 and run through top 5 groove 6 at least one groove 6 and the side 2 and be connected.Fig. 1 is the structural representation of the embodiment of the invention 1.In each accompanying drawing, 1 is carcass, and 2 is the side, and 3 is bottom surface, and 4 is costal fovea groove of the horizontal end, 5 be above, 6 is groove, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, the position that contacts, all bottom surfaces, 2 up and down, side 3 of its carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected.
Feature of the present invention also is on two opposite flanks 2 of described carcass 1 fluted 6 at least.Fig. 2 is the structural representation of the embodiment of the invention 2, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, also be provided with groove 6 on two opposite flanks 2 of its described carcass 1.
Feature of the present invention also is on two opposite flanks 2 of described carcass 1 the vertical groove 6 that is parallel to each other is arranged.Fig. 3 is the structural representation of the embodiment of the invention 3, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, the vertical groove 6 that is provided with on two opposite flanks 2 of its described carcass 1 is parallel to each other.
Feature of the present invention is that also at least one corner of the horizontal corner that vertical corner that adjacent side on the described carcass 12 intersects or top 5 intersects with side 2 is at least a in inner corner trim 7 or chamfering 8 or the arc angle 9.Fig. 4 is the structural representation of the embodiment of the invention 4, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, the vertical corners that adjacent side 2 intersects on its described carcass 1 and above the 5 horizontal corners that intersect with side 2 be set to inner corner trim 7, chamfering 8 and arc angle 9 respectively.
Feature of the present invention is that also described inner corner trim 7 or chamfering 8 or arc angle 9 intersect each other.
Feature of the present invention is that also described chamfering 8 or arc angle 9 sizes change, and perhaps chamfering 8 or arc angle 9 are broken line shape, shaped form or step.Fig. 5 is the structural representation of the embodiment of the invention 5, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, its described arc angle 9 self size changes, from last to from large to small little.
Feature of the present invention is that also costal fovea groove 4 of the described end or groove 6 or inner corner trim 7 sizes change, and perhaps end costal fovea groove 4 or groove 6 or inner corner trim 7 are broken line shape, shaped form or step.Fig. 6 is the structural representation of the embodiment of the invention 6, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, its described groove 6 is a step.
Feature of the present invention also is inner corner trim 7 on groove 6 and carcass 1 corner of top 5 or side 2 of described carcass 1 or at least a the intersecting in chamfering 8 or the arc angle 9.As shown in Figure 5, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, arc angle 9 self or mutually size change, the groove 6 on top 5 and the side 2 of its described carcass 1 intersects with inner corner trim 7, chamfering 8 and arc angle 9 on carcass 1 corner.
Feature of the present invention is that also the one or both ends of the groove 6 on the described carcass 1 are tubaeform, step, broken line shape or shaped form.As shown in Figure 6, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, groove 6 on the trailing flank 2 of carcass 1 from large to small from top to bottom, the groove 6 on the leading flank 2 of carcass 1 is a step, the upper end of the groove 6 on its described carcass 1 trailing flank 2 is tubaeform.
Feature of the present invention is that also described carcass 1 is provided with at least a in hole 10 or the convex module 11.Fig. 7 is the structural representation of the embodiment of the invention 7, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, also be provided with hole 10 and convex module 11 on its described carcass 1.
Feature of the present invention also is to contain reinforce 12 in the described carcass 1, perhaps also has reinforce 12 to expose.Fig. 8 is the structural representation of the embodiment of the invention 8, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, contain reinforce 12 in its described carcass 1, diagram reinforce 12 is gauze wire cloth and fibrous mesh cloth.
Feature of the present invention is that also described carcass 1 is solid carcass or hollow matrix.Fig. 9 is the structural representation of the embodiment of the invention 9, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, its described carcass 1 is solid carcass.
Feature of the present invention is that also solid carcass 1 is light solid carcass or duricrust light solid carcass.Figure 10 is the structural representation of the embodiment of the invention 10, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, carcass 1 is solid carcass, and its solid carcass 1 is a duricrust light solid carcass.
Feature of the present invention also is to be provided with in the described carcass 1 at least a in bracing boom 13, reinforcing rib 14 or the stiffening rib 15.Figure 11 is the structural representation of the embodiment of the invention 11, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, be provided with bracing boom 13, reinforcing rib 14 and stiffening rib 15 in its described carcass 1.
Feature of the present invention also is at least a the exposing outside the carcass 1 in described bracing boom 13, reinforcing rib 14 or the stiffening rib 15.As shown in figure 11, bracing boom 13 has part to expose outside the carcass 1.
Feature of the present invention is that also at least a reinforce 12 that exposes in described bracing boom 13, reinforcing rib 14 or the stiffening rib 15 exposes.As shown in figure 11, also be provided with gauze wire cloth reinforce 12 in the stiffening rib 15.
Feature of the present invention is that also described carcass 1 is provided with align member 16.Figure 12 is the structural representation of the embodiment of the invention 12, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, its described carcass 1 is provided with align member 16, and illustrated position member 16 is a locating piece.
Feature of the present invention is that also described carcass 1 is provided with connecting elements 17, and perhaps a plurality of carcasses 1 are linked to be form element in groups by connecting elements 17.Figure 13 is the structural representation of the embodiment of the invention 13, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, its described carcass 1 is provided with connecting elements 17, illustrates a plurality of carcasses 1 and is linked to be form element in groups by connecting elements 17, and connecting elements 17 is rod member and socket joint hole.
Feature of the present invention is that also described carcass 1 is extended with toss 18, and a plurality of carcasses 1 are linked to be form element in groups by toss 18.Figure 14 is the structural representation of the embodiment of the invention 14, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, its described carcass 1 is extended with toss 18, illustrates a plurality of carcasses 1 and is linked to be form element in groups by toss 18.
Feature of the present invention is that also described carcass 1 is provided with carrying part 19.Figure 15 is the structural representation of the embodiment of the invention 15, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 all is set to transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the groove 6 of end costal fovea groove 4, above on 5 fluted 6 with side 2 on run through top 5 groove 6 and be connected, its described carcass 1 is provided with carrying part 19, and diagram carrying part 19 is a handle.
During the invention process, mix the system cement mortar earlier, in the interior mould of establishing raised line, make one deck cement mortar one deck fibrous mesh cloth (or gauze wire cloth), the opening carcass of the opening edge indent of vertical chamfering 7 of the band of the multilayer build-up of one deck cement mortar and groove 6 again, behind its setting and harden, slough external mold and make the opening loose tool, then it is fastened on as yet engage on the ferro-cement bottom surface 3 of setting and harden not closely knit, after treating setting and harden, promptly get light tyre moulding member.
Claims (20)
1, a kind of concrete filled light base mould member, comprise carcass (1), the position that contacts, the bottom surfaces, up and down, all sides (2) (3) that it is characterized in that described carcass (1) is transverse concave groove, the transverse concave groove that is interconnected constitutes the ring tyre bottom rib groove, have at least one side (2) at least one run through above the groove (6) of (5) and end costal fovea groove (4), above have on (5) groove (6) that runs through top (5) at least one groove (6) and side (2) to be connected.
2, a kind of concrete filled light base mould member according to claim 1 is characterized in that fluted (6) are gone up at least two opposite flanks (2) of described carcass (1).
3, a kind of concrete filled light base mould member according to claim 2 is characterized in that on two opposite flanks (2) of described carcass (1) the vertical groove (6) that is parallel to each other being arranged.
4, a kind of concrete filled light base mould member according to claim 1 is characterized in that it is at least a in inner corner trim (7) or chamfering (8) or the arc angle (9) that described carcass (1) is gone up at least one corner of the horizontal corner that vertical corner that adjacent side (2) intersects or top (5) and side (2) intersects.
5, a kind of concrete filled light base mould member according to claim 4 is characterized in that described inner corner trim (7) or chamfering (8) or arc angle (9) intersect each other.
6, according to claim 4 or 5 described a kind of concrete filled light base mould members, it is characterized in that described chamfering (8) or arc angle (9) size change, perhaps chamfering (8) or arc angle (9) they are broken line shape, shaped form or step.
7, according to claim 4 or 5 described a kind of concrete filled light base mould members, it is characterized in that described end costal fovea groove (4) or groove (6) or inner corner trim (7) size change, perhaps end costal fovea groove (4) or groove (6) or inner corner trim (7) are broken line shape, shaped form or step.
8, a kind of concrete filled light base mould member according to claim 1 is characterized in that inner corner trim (7) on groove (6) and carcass (1) corner of top (5) or side (2) of described carcass (1) or at least a the intersecting in chamfering (8) or the arc angle (9).
9, according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 8, the one or both ends that it is characterized in that the groove (6) on the described carcass (1) are tubaeform, step, broken line shape or shaped form.
10,, it is characterized in that described carcass (1) is provided with at least a in hole (10) or the convex module (11) according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 8.
11, according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 8, it is characterized in that containing in the described carcass (1) reinforce (12), perhaps also have reinforce (12) to expose.
12,, it is characterized in that described carcass (1) is solid carcass or hollow matrix according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 8.
13, a kind of concrete filled light base mould member according to claim 12 is characterized in that solid carcass (1) is light solid carcass or duricrust light solid carcass.
14,, it is characterized in that being provided with in the described carcass (1) at least a in bracing boom (13), reinforcing rib (14) or the stiffening rib (15) according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 8.
15, a kind of concrete filled light base mould member according to claim 14 is characterized in that at least a the exposing outside the carcass (1) in described bracing boom (13), reinforcing rib (14), the stiffening rib (15).
16, a kind of concrete filled light base mould member according to claim 14 is characterized in that at least a reinforce (12) that exposes in described bracing boom (13), reinforcing rib (14), the stiffening rib (15).
17,, it is characterized in that described carcass (1) is provided with align member (16) according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 8.
18, according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 8, it is characterized in that described carcass (1) is provided with connecting elements (17), perhaps a plurality of carcasses (1) are linked to be form element in groups by connecting elements (17).
19, according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 8, it is characterized in that described carcass (1) is extended with toss (18), a plurality of carcasses (1) are linked to be form element in groups by toss (18).
20,, it is characterized in that described carcass (1) is provided with carrying part (19) according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 8.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2003101039602A CN1296586C (en) | 2003-11-02 | 2003-11-02 | Concrete filled light mould member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2003101039602A CN1296586C (en) | 2003-11-02 | 2003-11-02 | Concrete filled light mould member |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1611695A CN1611695A (en) | 2005-05-04 |
| CN1296586C true CN1296586C (en) | 2007-01-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2003101039602A Expired - Fee Related CN1296586C (en) | 2003-11-02 | 2003-11-02 | Concrete filled light mould member |
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| Country | Link |
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| CN (1) | CN1296586C (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN102155064A (en) * | 2011-03-15 | 2011-08-17 | 辛崇安 | Cast-in-place concrete hollow floor slab internally provided with assembled box template |
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| DE3037027A1 (en) * | 1980-10-01 | 1982-05-06 | Baustoffwerke Minden-Ravensberg Gmbh, 4950 Minden | U=shaped wall top ring beam form block - has upright arm not exceeding half wall thickness and base arm at 90 degrees to it |
| CN2288226Y (en) * | 1997-01-02 | 1998-08-19 | 贵州工业大学 | Shear key-type bidirectional hollow large board of reinforced concrete |
| EP0866191A2 (en) * | 1997-03-18 | 1998-09-23 | Bilfinger + Berger Bauaktiengesellschaft | Prefabricated element |
| CN2361701Y (en) * | 1999-03-10 | 2000-02-02 | 邱则有 | Thin wall barrel for filling cast-in-place reinforced concrete |
| WO2000075460A1 (en) * | 1999-06-07 | 2000-12-14 | Wolfgang Adolf Binder | Formwork for building construction |
| CN2419292Y (en) * | 2000-02-23 | 2001-02-14 | 梁军 | Assembling building floor with low ribs |
| CN1356442A (en) * | 2001-11-23 | 2002-07-03 | 邱则有 | Mould with cavity structure for casting reinforced concrete floor slab |
| CN1415815A (en) * | 2002-12-15 | 2003-05-07 | 邱则有 | Light weight structural piece for use of filling concrete |
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2003
- 2003-11-02 CN CNB2003101039602A patent/CN1296586C/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3037027A1 (en) * | 1980-10-01 | 1982-05-06 | Baustoffwerke Minden-Ravensberg Gmbh, 4950 Minden | U=shaped wall top ring beam form block - has upright arm not exceeding half wall thickness and base arm at 90 degrees to it |
| CN2288226Y (en) * | 1997-01-02 | 1998-08-19 | 贵州工业大学 | Shear key-type bidirectional hollow large board of reinforced concrete |
| EP0866191A2 (en) * | 1997-03-18 | 1998-09-23 | Bilfinger + Berger Bauaktiengesellschaft | Prefabricated element |
| CN2361701Y (en) * | 1999-03-10 | 2000-02-02 | 邱则有 | Thin wall barrel for filling cast-in-place reinforced concrete |
| WO2000075460A1 (en) * | 1999-06-07 | 2000-12-14 | Wolfgang Adolf Binder | Formwork for building construction |
| CN2419292Y (en) * | 2000-02-23 | 2001-02-14 | 梁军 | Assembling building floor with low ribs |
| CN1356442A (en) * | 2001-11-23 | 2002-07-03 | 邱则有 | Mould with cavity structure for casting reinforced concrete floor slab |
| CN1415815A (en) * | 2002-12-15 | 2003-05-07 | 邱则有 | Light weight structural piece for use of filling concrete |
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| Publication number | Publication date |
|---|---|
| CN1611695A (en) | 2005-05-04 |
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