CN1320236C - Concrete filled light mould member - Google Patents
Concrete filled light mould member Download PDFInfo
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- CN1320236C CN1320236C CNB2003101039570A CN200310103957A CN1320236C CN 1320236 C CN1320236 C CN 1320236C CN B2003101039570 A CNB2003101039570 A CN B2003101039570A CN 200310103957 A CN200310103957 A CN 200310103957A CN 1320236 C CN1320236 C CN 1320236C
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- carcass
- groove
- concrete filled
- mould member
- base mould
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- 239000004567 concrete Substances 0.000 title claims abstract description 91
- 230000002093 peripheral effect Effects 0.000 claims description 28
- 239000007787 solid Substances 0.000 claims description 27
- 230000003014 reinforcing effect Effects 0.000 claims description 21
- 239000011159 matrix material Substances 0.000 claims description 4
- 238000000465 moulding Methods 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 238000011065 in-situ storage Methods 0.000 abstract description 21
- 238000010276 construction Methods 0.000 abstract description 14
- 239000011150 reinforced concrete Substances 0.000 abstract description 7
- 229910000831 Steel Inorganic materials 0.000 abstract description 2
- 239000010959 steel Substances 0.000 abstract description 2
- 230000000149 penetrating effect Effects 0.000 abstract 2
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 238000010008 shearing Methods 0.000 description 8
- 239000004744 fabric Substances 0.000 description 6
- 239000011083 cement mortar Substances 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000010586 diagram Methods 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
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 229910052742 iron Inorganic materials 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
- 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
- 230000035939 shock Effects 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 concrete filled light stuffing mould member which comprises stuffing (1) which is characterized in that a vertical angle pier notch (2) penetrating the upper surface and the lower surface is arranged at least one vertical corner of the stuffing. In this way, due to the fact that the vertical angle pier notch (2) penetrating the upper surface and the lower surface is arranged at the vertical corner of the stuffing, when applied to a cast-in-situ hollow floor, the stuffing mould members are tightly arranged to be enveloped in the cast-in-situ reinforced concrete. Shear keys of the floor are formed by the cast-in-situ concrete at the vertical angle pier notch. The construction is very convenient and quick. Simultaneously, the stuffing mould member also has the characteristics of simple structure, high strength, easy manufacture, low cost, etc. The present invention is suitable for hollow floors, roofs, walls, foundation slabs and open web bridges respectively made of cast-in-situ steel 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, comprises carcass, and at least one vertical corner that it is characterized in that described carcass is a vertical angle pier groove that runs through upper and lower surface.Like this, since at the vertical corner position of carcass for running through vertical angle, upper and lower surface pier groove, thereby, when being 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, at vertical pier groove position, angle, Cast-in-place concrete has then formed the shear connector of superstructure, and it is very convenient, quick to construct, thereby has reached purpose of the present invention.If when being applied to close rib building roof, then at vertical pier groove position, angle, Cast-in-place concrete has then formed the reinforcing rib of Cast-in-place concrete rib intersection area, thereby has eliminated the stress concentration phenomenon effectively, prevented the generation in crack, and can bear bigger point load effect and do not destroy; Simultaneously, 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 is that also at least one pair of relative vertical corner of two opposite flanks of described carcass is a vertical angle pier groove.Like this, when form element is applied in the Cast-in-place Concrete Building Floor, Cast-in-place concrete pours in the pier groove of above-mentioned vertical angle, corresponding vertical corner position at carcass has formed angle Dun Jianlidun or Cast-in-place concrete rib reinforcing rib structure, strengthen the shear resistance of Cast-in-place Concrete Building Floor greatly, improved the mechanical property of superstructure.
Feature of the present invention is that also two vertical corners of the same side of described carcass are vertical angle pier groove.Like this, when form element is applied in the Cast-in-place Concrete Building Floor, 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, strengthen the shear resistance of Cast-in-place Concrete Building Floor greatly, improved the mechanical property of superstructure.
Feature of the present invention is that also all vertical corners of described carcass are vertical angle pier groove.Like this, when form element was applied in the Cast-in-place Concrete Building Floor, Cast-in-place concrete poured in the pier groove of above-mentioned angle, and the load-carrying construction form of corresponding superstructure is a shearing pier formula force structure, and bending resistance, shearing resistance, the shock resistance of superstructure are improved greatly, and mechanical property is improved greatly.
Feature of the present invention is that also at least one end of described vertical angle pier groove and the inner corner trim of two transverse intersection or the intersection point of chamfering or arc angle intersect.Like this, after form element is applied in the cast-in-situ concrete hollow floor, form the structure of shearing pier and reinforcing rib combination, improved the mechanical property of superstructure greatly.
Feature of the present invention is that also described chamfering or arc angle self or mutual size change, and perhaps chamfering or arc angle are broken line shape, shaped form, step.Like this, 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 described inner corner trim or groove self or mutual size change, and perhaps inner corner trim or groove are broken line shape, shaped form, 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 inner corner trim of broken line shape, shaped form, step or the groove, Cast-in-place concrete reinforcing rib, shearing pier structure have been formed with above-mentioned inner corner trim or the corresponding broken line shape of groove, 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 is that also at least one of end face, peripheral side or bottom surface of described carcass is provided with at least one groove.Like this, after form element is applied in the cast-in-situ concrete hollow floor, concrete pours into the form element end face, on every side in the groove on sidewall or the bottom surface, has formed cast-in-place reinforcing rib structure, has improved the intensity and the rigidity of Cast-in-place concrete thin plate on form element end face or the bottom surface greatly.
The feature of the present invention position that also is on the peripheral side of described carcass to contact with the bottom surface is a transverse concave groove.Like this, after form element was applied to cast-in-situ concrete hollow floor, concrete poured in the above-mentioned transverse concave groove on the form element, had formed the reinforcing rib structure or the edge of a wing structure of shearing pier or Cast-in-place concrete rib, improve the intensity and the rigidity of the inner force structure of superstructure greatly, improved the mechanical property of superstructure.
The feature of the present invention position that also is on described all peripheral side to contact with the bottom surface is transverse concave groove, constitutes groove at the bottom of the ring tire.Like this, after form element is applied to cast-in-situ concrete hollow floor, after concrete pours at the bottom of the ring tire in the groove, the netted Cast-in-place concrete reinforcing rib or the frange plate of Cast-in-place concrete rib have been formed, the intensity and the rigidity of building cover structure have been increased substantially, improved the combination property of superstructure, made the stressed and force transfer system of superstructure inside more reasonable.
Feature of the present invention is that also the groove on described end face, peripheral side or the bottom surface is interconnected.Like this, after form element is applied in the cast-in-situ concrete hollow floor, 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 superstructure are increased substantially, and the building that can fully satisfy various different force requests uses.
Feature of the present invention is that also the groove on described end face, peripheral side or the bottom surface is connected with vertical angle pier groove on the carcass vertical corner.Like this, after form element is applied in the cast-in-situ concrete hollow floor, 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 superstructure are increased substantially, and 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 groove on the described carcass are tubaeform or step.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 one 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 one in bracing boom, reinforcing rib, the stiffening rib, and perhaps at least one in bracing boom, reinforcing rib, the stiffening rib exposed outside the carcass, perhaps also has reinforce to expose.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.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.The carrying part can be handle, suspension hook, suspension ring or other device.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, and in each accompanying drawing, 1 is carcass, and 2 is vertical angle pier groove, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, there is a vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on its described carcass 1.
Fig. 2 is the structural representation of the embodiment of the invention 2, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, and the relative vertical corner of two opposite flanks 2 of its described carcass 1 is set to vertical angle pier groove 2.
Fig. 3 is the structural representation of the embodiment of the invention 3, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, and two vertical corners of the same side of its described carcass 1 are set to vertical angle pier groove 2.
Fig. 4 is the structural representation of the embodiment of the invention 4, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, and all vertical corners of its described carcass 1 all are set to vertical angle pier groove 2.
Fig. 5 is the structural representation of the embodiment of the invention 5, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, and the intersection point of an end of its described vertical angle pier groove 2 and the inner corner trim 3 of two transverse intersection intersects.
Fig. 6 is the structural representation of the embodiment of the invention 6, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, and the intersection point of an end of its described vertical angle pier groove 2 and the chamfering 4 of two transverse intersection and arc angle 5 intersects.
Fig. 7 is the structural representation of the embodiment of the invention 7, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, also is provided with many grooves 2 on the peripheral side 7 of its described carcass 1.
Fig. 8 is the structural representation of the embodiment of the invention 8, there is vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, the peripheral side 7 of carcass 1 is provided with groove 2, and the position that contacts with bottom surface 8 on the peripheral side 7 of its described carcass 1 is set to transverse concave groove 2.
Fig. 9 is the structural representation of the embodiment of the invention 9, there is vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, be provided with groove 2 on end face 6, peripheral side 7 and the bottom surface 8, the groove 2 on its described end face 6, peripheral side 7 and the bottom surface 8 is interconnected.
Figure 10 is the structural representation of the embodiment of the invention 10, there is vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, end face 6 is provided with groove 2, and the groove 2 on its described end face 6 is connected with the vertical angle pier groove 2 at carcass vertical corner place.
Figure 11 is the structural representation of the embodiment of the invention 11, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, and carcass 1 is provided with groove 2, and an end of the groove 2 on its described carcass 1 is tubaeform.
Figure 12 is the structural representation of the embodiment of the invention 12, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, and carcass 1 is provided with groove 2, also is provided with hole 9 and convex module 10 on its described carcass 1.
Figure 13 is the structural representation of the embodiment of the invention 13, and all vertical corners all are set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, contain reinforce 11 in its described carcass 1, and diagram reinforce 11 is a fibrous mesh cloth.
Figure 14 is the structural representation of the embodiment of the invention 14, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, and its described carcass 1 is solid carcass.
Figure 15 is the structural representation of the embodiment of the invention 15, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, and carcass 1 is solid carcass, and its solid carcass 1 is a duricrust light solid carcass.
Figure 16 is the structural representation of the embodiment of the invention 16, there is vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, also be provided with bracing boom 12, reinforcing rib 13 and stiffening rib 14 simultaneously in its described carcass 1, bracing boom 12 has part to expose outside the carcass 1.
Figure 17 is the structural representation of the embodiment of the invention 17, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, also is provided with align member 15 on its described carcass 1, and illustrated position member 15 is locating piece and angle.
Figure 18 is the structural representation of the embodiment of the invention 18, there is vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, its described carcass 1 is provided with connecting elements 16, illustrates a plurality of carcasses 1 and is linked to be form element in groups by connecting elements 16, and connecting elements 16 is a rod member.
Figure 19 is the structural representation of the embodiment of the invention 19, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, and its described carcass 1 is extended with toss 17, illustrates a plurality of carcasses 1 and is linked to be form element in groups by toss 17.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention comprises carcass 1 as shown in drawings, and at least one vertical corner that it is characterized in that described carcass 1 is a vertical angle pier groove 2 that runs through upper and lower surface.Fig. 1 is the structural representation of the embodiment of the invention 1, and in each accompanying drawing, 1 is carcass, and 2 is vertical angle pier groove, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, there is a vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on its described carcass 1.
Feature of the present invention is that also at least one pair of relative vertical corner of two opposite flanks 2 of described carcass 1 is a vertical angle pier groove 2.Fig. 2 is the structural representation of the embodiment of the invention 2, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, and the relative vertical corner of two opposite flanks 2 of its described carcass 1 is set to vertical angle pier groove 2.
Feature of the present invention is that also two vertical corners of the same side of described carcass 1 are vertical angle pier groove 2.Fig. 3 is the structural representation of the embodiment of the invention 3, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, and two vertical corners of the same side of its described carcass 1 are set to vertical angle pier groove 2.
Feature of the present invention is that also all vertical corners of described carcass 1 are vertical angle pier groove 2.Fig. 4 is the structural representation of the embodiment of the invention 4, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, and all vertical corners of its described carcass 1 all are set to vertical angle pier groove 2.
Feature of the present invention is that also at least one end of described vertical angle pier groove 2 and the inner corner trim 3 of two transverse intersection or the intersection point of chamfering 4 or arc angle 5 intersect.Fig. 5 is the structural representation of the embodiment of the invention 5, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, and the intersection point of an end of its described vertical angle pier groove 2 and the inner corner trim 3 of two transverse intersection intersects.Fig. 6 is the structural representation of the embodiment of the invention 6, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, and the intersection point of an end of its described vertical angle pier groove 2 and the chamfering 4 of two transverse intersection and arc angle 5 intersects.
Feature of the present invention also be described chamfering 4 or arc angle 5 self or mutually size change, perhaps chamfering 4 or arc angle 5 are broken line shape, shaped form, step.As shown in Figure 8, its chamfering 4 is the shaped form chamfering.
Feature of the present invention also be described inner corner trim 3 or groove 2 self or mutually size change, perhaps inner corner trim 3 or groove 2 are broken line shape, shaped form, step.As shown in Figure 8, the groove 2 on its side 7 is a step.
Feature of the present invention is that also at least one of end face 6, peripheral side 7 or bottom surface 8 of described carcass 1 is provided with at least one groove 2.Fig. 7 is the structural representation of the embodiment of the invention 7, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, also is provided with many grooves 2 on the peripheral side 7 of its described carcass 1.
The feature of the present invention position that also is on the peripheral side 7 of described carcass 1 to contact with bottom surface 8 is a transverse concave groove 2.Fig. 8 is the structural representation of the embodiment of the invention 8, there is vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, the peripheral side 7 of carcass 1 is provided with groove 2, and the position that contacts with bottom surface 8 on the peripheral side 7 of its described carcass 1 is set to transverse concave groove 2.
The feature of the present invention position that also is on described all peripheral side 7 to contact with bottom surface 8 is transverse concave groove 2, constitutes groove at the bottom of the ring tire.As shown in Figure 8, there is vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, the peripheral side 7 of carcass 1 is provided with groove 2, the position that contacts with bottom surface 8 on the peripheral side 7 of carcass 1 is set to transverse concave groove 2, the position that contacts with bottom surface 8 on its described all peripheral side 7 is transverse concave groove 2, constitutes groove at the bottom of the ring tire.
Feature of the present invention is that also the groove 2 on described end face 6, peripheral side 7 or the bottom surface 8 is interconnected.Fig. 9 is the structural representation of the embodiment of the invention 9, there is vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, be provided with groove 2 on end face 6, peripheral side 7 and the bottom surface 8, the groove 2 on its described end face 6, peripheral side 7 and the bottom surface 8 is interconnected.
Feature of the present invention is that also the groove 2 on described end face 6, peripheral side 7 or the bottom surface 8 is connected with vertical angle pier groove 2 on the carcass vertical corner.Figure 10 is the structural representation of the embodiment of the invention 10, there is vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, end face 6 is provided with groove 2, and the groove 2 on its described end face 6 is connected with the vertical angle pier groove 2 at carcass vertical corner place.
Feature of the present invention is that also the one or both ends of the groove 2 on the described carcass 1 are tubaeform or step.Figure 11 is the structural representation of the embodiment of the invention 11, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, and carcass 1 is provided with groove 2, and an end of the groove 2 on its described carcass 1 is tubaeform.
Feature of the present invention is that also described carcass 1 is provided with at least one in hole 9 or the convex module 10.Figure 12 is the structural representation of the embodiment of the invention 12, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, and carcass 1 is provided with groove 2, also is provided with hole 9 and convex module 10 on its described carcass 1.
Feature of the present invention also is to contain reinforce 11 in the described carcass 1, perhaps also has reinforce 11 to expose.Figure 13 is the structural representation of the embodiment of the invention 13, and all vertical corners all are set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, contain reinforce 11 in its described carcass 1, and diagram reinforce 11 is a fibrous mesh cloth.
Feature of the present invention is that also described carcass 1 is solid carcass or hollow matrix.Figure 14 is the structural representation of the embodiment of the invention 14, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, and 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 15 is the structural representation of the embodiment of the invention 15, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, and 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 one in bracing boom 12, reinforcing rib 13, the stiffening rib 14, and perhaps at least one in bracing boom 12, reinforcing rib 13, the stiffening rib 14 exposed outside the carcass 1, perhaps also has reinforce 11 to expose.Figure 16 is the structural representation of the embodiment of the invention 16, there is vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, also be provided with bracing boom 12, reinforcing rib 13 and stiffening rib 14 simultaneously in its described carcass 1, bracing boom 12 has part to expose outside the carcass 1.
Feature of the present invention is that also described carcass 1 is provided with align member 15.Figure 17 is the structural representation of the embodiment of the invention 17, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, also is provided with align member 15 on its described carcass 1, and illustrated position member 15 is locating piece and angle.
Feature of the present invention is that also described carcass 1 is provided with connecting elements 16, and perhaps a plurality of carcasses 1 are linked to be form element in groups by connecting elements 16.Figure 18 is the structural representation of the embodiment of the invention 18, there is vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, its described carcass 1 is provided with connecting elements 16, illustrates a plurality of carcasses 1 and is linked to be form element in groups by connecting elements 16, and connecting elements 16 is a rod member.
Feature of the present invention is that also described carcass 1 is extended with toss 17, and a plurality of carcasses 1 are linked to be form element in groups by toss 17.Figure 19 is the structural representation of the embodiment of the invention 19, has vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, and its described carcass 1 is extended with toss 17, illustrates a plurality of carcasses 1 and is linked to be form element in groups by toss 17.
Feature of the present invention is that also described carcass 1 is provided with carrying part 18.As shown in figure 19, there is vertical corner to be set to run through the vertical angle pier groove 2 of upper and lower surface on the carcass 1, described carcass 1 is extended with toss 17, a plurality of carcasses 1 are linked to be form element in groups by toss 17, the toss 17 of its described carcass 1 is provided with carrying part 18, and diagram carrying part 18 is a handle.
During the invention process, mix the system cement mortar earlier, in the interior mould of establishing protruding external corner, make one deck cement mortar one deck fibrous mesh cloth (or gauze wire cloth), the opening carcass of the multilayer build-up of one deck cement mortar again, behind its setting and harden, slough external mold and make the opening loose tool, then it is fastened on as yet not one deck cement mortar one deck fibrous mesh cloth (or gauze wire cloth) of setting and harden, engage closely knit again on the multilayer build-up plate slip of one deck cement mortar, after treating plate slip setting and harden, promptly obtain light tyre moulding member.
Claims (22)
1, a kind of concrete filled light base mould member comprises carcass (1), and at least one vertical corner that it is characterized in that described carcass (1) is a vertical angle pier groove (2) that runs through upper and lower surface.
2, a kind of concrete filled light base mould member according to claim 1, at least one pair of the relative vertical corner that it is characterized in that two opposite flanks (2) of described carcass (1) is a vertical angle pier groove (2).
3, a kind of concrete filled light base mould member according to claim 1, two vertical corners that it is characterized in that the same side of described carcass (1) are vertical angle pier groove (2).
4, a kind of concrete filled light base mould member according to claim 1 is characterized in that all vertical corners of described carcass (1) are vertical angle pier groove (2).
5, a kind of concrete filled light base mould member according to claim 1 is characterized in that at least one end of described vertical angle pier groove (2) and the inner corner trim (3) of two transverse intersection or the intersection point of chamfering (4) or arc angle (5) intersect.
6, a kind of concrete filled light base mould member according to claim 5 is characterized in that described chamfering (4) or arc angle (5) self or mutual size change, and perhaps chamfering (4) or arc angle (5) are broken line shape, shaped form, step.
7, a kind of concrete filled light base mould member according to claim 5 is characterized in that described inner corner trim (3) or groove (2) self or mutual size change, and perhaps inner corner trim (3) or groove (2) are broken line shape, shaped form, step.
8, a kind of concrete filled light base mould member according to claim 1 is characterized in that the end face (6), peripheral side (7) of described carcass (1) or at least one of bottom surface (8) are provided with at least one groove (2).
9, a kind of concrete filled light base mould member according to claim 8 is characterized in that the last position that contacts with bottom surface (8) of peripheral side (7) of described carcass (1) is transverse concave groove (2).
10, a kind of concrete filled light base mould member according to claim 8 is characterized in that the last position that contacts with bottom surface (8) of described all peripheral side (7) is transverse concave groove (2), groove at the bottom of the formation ring tire.
11, a kind of concrete filled light base mould member according to claim 8 is characterized in that the groove (2) on described end face (6), peripheral side (7) or bottom surface (8) is interconnected.
12, a kind of concrete filled light base mould member according to claim 8 is characterized in that the groove (2) on described end face (6), peripheral side (7) or bottom surface (8) is connected with vertical angle pier groove (2) on the carcass vertical corner.
13,, it is characterized in that the one or both ends of the groove (2) on the described carcass (1) are tubaeform or step according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 12.
14,, it is characterized in that described carcass (1) is provided with at least one in hole (9) or the convex module (10) according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 12.
15, according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 12, it is characterized in that containing in the described carcass (1) reinforce (11), perhaps also have reinforce (11) to expose.
16,, 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 12.
17, a kind of concrete filled light base mould member according to claim 16 is characterized in that solid carcass (1) is light solid carcass or duricrust light solid carcass.
18, according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 12, it is characterized in that being provided with in the described carcass (1) at least one in bracing boom (12), reinforcing rib (13), the stiffening rib (14), perhaps at least one in bracing boom (12), reinforcing rib (13), the stiffening rib (14) exposed outside the carcass (1), perhaps also has reinforce (11) to expose.
19,, it is characterized in that described carcass (1) is provided with align member (15) according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 112.
20, according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 12, it is characterized in that described carcass (1) is provided with connecting elements (16), perhaps a plurality of carcasses (1) are linked to be light tyre moulding member in groups by connecting elements (16).
21, according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 12, it is characterized in that described carcass (1) is extended with toss (17), a plurality of carcasses (1) are linked to be light tyre moulding member in groups by toss (17).
22,, it is characterized in that described carcass (1) is provided with carrying part (18) according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 12.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2003101039570A CN1320236C (en) | 2003-11-02 | 2003-11-02 | Concrete filled light mould member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2003101039570A CN1320236C (en) | 2003-11-02 | 2003-11-02 | Concrete filled light mould member |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1611692A CN1611692A (en) | 2005-05-04 |
| CN1320236C true CN1320236C (en) | 2007-06-06 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2003101039570A Expired - Fee Related CN1320236C (en) | 2003-11-02 | 2003-11-02 | Concrete filled light mould member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1320236C (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1348044A (en) * | 2001-11-23 | 2002-05-08 | 邱则有 | Formwork structural member for steel bar reinforced floor slab in space structure |
| CN1415816A (en) * | 2002-12-15 | 2003-05-07 | 邱则有 | Light weight hasting tyre mold for use filling concrete |
| CN1415815A (en) * | 2002-12-15 | 2003-05-07 | 邱则有 | Light weight structural piece for use of filling concrete |
-
2003
- 2003-11-02 CN CNB2003101039570A patent/CN1320236C/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1348044A (en) * | 2001-11-23 | 2002-05-08 | 邱则有 | Formwork structural member for steel bar reinforced floor slab in space structure |
| CN1415816A (en) * | 2002-12-15 | 2003-05-07 | 邱则有 | Light weight hasting tyre mold for use filling concrete |
| CN1415815A (en) * | 2002-12-15 | 2003-05-07 | 邱则有 | Light weight structural piece for use of filling concrete |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1611692A (en) | 2005-05-04 |
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