CN1296584C - Concrete filled light mould member - Google Patents
Concrete filled light mould member Download PDFInfo
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- CN1296584C CN1296584C CNB2003101039585A CN200310103958A CN1296584C CN 1296584 C CN1296584 C CN 1296584C CN B2003101039585 A CNB2003101039585 A CN B2003101039585A CN 200310103958 A CN200310103958 A CN 200310103958A CN 1296584 C CN1296584 C CN 1296584C
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- mould member
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Abstract
The present invention relates to a mould member for filling concrete, which comprises a mould body (1) and is characterized in that the positions of all sides (2) of the mould body (1) contacting a lower bottom (3) are provided with transverse grooves (4) so as to form bottom rib grooves around a mould bottom; at least one vertical corner of at least one side (2) is provided with vertical corner pier groove (6) penetrating through an upper face (5) and the bottom rib grooves (4). Thus, when the mould member is applied to a cast-in-place concrete hollow floor, the mould members are close arranged, and are wrapped in cast-in-place reinforced concrete, and a shear pier of the floor is formed by the cast-in-place concrete in the vertical corner pier groove in the vertical corner position of each side; cast-in-place concrete reinforcing ribs connected with the shear piers are formed by the cast-in-place concrete in the bottom rib grooves (4); the present invention has the advantage of easy and fast construction, and is suitable for use in hollow floors, roofs, walls, 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, and at least one vertical corner of at least one side is a vertical angle pier groove that runs through top and end costal fovea groove.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 vertical angle pier groove at the vertical corner position on the side, Cast-in-place concrete has then formed the shearing pier of superstructure; In end costal fovea groove, Cast-in-place concrete has then formed the Cast-in-place concrete ribs that links to each other with the shearing pier, and it is very convenient, quick to construct, and intensity height, rigidity are big, thereby has reached purpose of the present invention.If when being applied to close rib building roof, then in the vertical angle pier groove at the vertical corner position on the side, Cast-in-place concrete has then formed the reinforcing rib of Cast-in-place concrete rib intersection area, simultaneously, end costal fovea groove location has formed the frange plate of Cast-in-place concrete rib, and the Cast-in-place concrete rib has formed I-shaped or the inverted T-shaped rib, thereby the intensity and the rigidity of superstructure have been strengthened effectively, eliminated the stress concentration phenomenon, prevented the generation in crack, and can bear bigger point load effect and do not destroy; In addition, 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 at least two opposite flanks of described carcass is 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 described carcass is provided with horizontal inner corner trim or chamfering or arc angle.
Feature of the present invention is that also the upper end of the vertical angle pier groove on the described carcass and the intersection point of two crossing horizontal inner corner trims or 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 size change, and perhaps chamfering or arc angle are broken line shape, shaped form or rank shape.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 end costal fovea groove or angle pier groove size change, and perhaps inner corner trim or end costal fovea groove or angle pier groove 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 inner corner trim of broken line shape, shaped form, step or end costal fovea groove or the groove, Cast-in-place concrete reinforcing rib, shearing pier structure have been formed with above-mentioned inner corner trim or end costal fovea groove or the corresponding broken line shape of groove, shaped form or step in 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 top, the side of described carcass or bottom surface at least aly is provided with at least one jiao of pier 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.
Feature of the present invention also be described above, the angle pier groove on side or the bottom surface is interconnected, perhaps also be connected with end costal fovea groove or angle pier groove.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 angle pier 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.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.In each accompanying drawing, 1 be carcass, 2 for the side, 3 for bottom surface, 4 for end costal fovea groove, 5 for top, 6 for vertical angle pier 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, constitutes the ring tyre bottom rib groove, and side 2 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4.
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, have vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4 on the side 2, at least one pair of relative vertical corner of two opposite flanks 2 of its described carcass 1 is vertical angle pier groove 6.
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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, and two vertical corners of the same side 2 of its described carcass 1 are set to vertical angle pier groove 6.
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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, and all vertical corners of its described carcass 1 all are set to vertical angle pier groove 6.
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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, and intersect with the intersection point of two crossing horizontal inner corner trims 7 and chamfering 8 respectively the upper end of the vertical angle pier groove 6 on its described carcass 1.
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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, and the upper end of the vertical angle pier groove 6 on its described carcass 1 and the intersection point of two crossing horizontal arc angles 9 intersect.
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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, is provided with angle pier groove 6 on top 5 and the side 2 of 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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, be provided with angle pier groove 6 on top 5 and the side 2 of carcass 1, its described above 5 and side 2 on angle pier groove 6 be interconnected, also be connected simultaneously with end costal fovea groove 4 and angle pier groove 6.
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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, and an end of the angle pier groove 6 on the trailing flank of its described carcass 1 is tubaeform.
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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, also is provided with hole 10 and convex module 11 simultaneously on its described carcass 1.
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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, be provided with reinforce 12 in its described carcass 1, diagram reinforce 12 is a fibrous mesh cloth.
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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, and its described carcass 1 is solid carcass.
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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, carcass 1 is solid carcass, and its described solid carcass 1 is a duricrust light solid carcass.
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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, also be provided with bracing boom 13, reinforcing rib 14 and stiffening rib 15 simultaneously in its described carcass 1, diagram bracing boom 13 has part to expose outside the carcass 1.
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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, its described carcass 1 is provided with align member 16, and illustrated position member 16 is a locating piece.
Figure 16 is the structural representation of the embodiment of the invention 16, 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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, its described carcass 1 is provided with connecting elements 17, illustrate a plurality of carcasses 1 and be linked to be form element in groups by connecting elements 17, connector 17 is rod member and latch hole.
Figure 17 is the structural representation of the embodiment of the invention 17, 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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, 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 18 is the structural representation of the embodiment of the invention 18, 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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, 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, and at least one vertical corner of at least one side 2 is one and runs through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4.Fig. 1 is the structural representation of the embodiment of the invention 1.In each accompanying drawing, 1 be carcass, 2 for the side, 3 for bottom surface, 4 for end costal fovea groove, 5 for top, 6 for vertical angle pier 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, constitutes the ring tyre bottom rib groove, and side 2 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4.
Feature of the present invention is that also at least one pair of relative vertical corner of at least two opposite flanks 2 of described carcass 1 is vertical angle pier groove 6.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, have vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4 on the side 2, at least one pair of relative vertical corner of two opposite flanks 2 of its described carcass 1 is vertical angle pier groove 6.
Feature of the present invention is that also two vertical corners of the same side 2 of described carcass 1 are vertical angle pier groove 6.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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, and two vertical corners of the same side 2 of its described carcass 1 are set to vertical angle pier groove 6.
Feature of the present invention is that also all vertical corners of described carcass 1 are vertical angle pier groove 6.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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, and all vertical corners of its described carcass 1 all are set to vertical angle pier groove 6.
Feature of the present invention is that also described carcass 1 is provided with horizontal inner corner trim 7 or chamfering 8 or arc angle 9.As shown in Figure 5, carcass 1 is provided with horizontal inner corner trim 7 and chamfering 8.
Feature of the present invention is that also the upper end of the vertical angle pier groove 6 on the described carcass 1 and the intersection point of two crossing horizontal inner corner trims 7 or chamfering 8 or arc angle 9 intersect.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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, and intersect with the intersection point of two crossing horizontal inner corner trims 7 and chamfering 8 respectively the upper end of the vertical angle pier groove 6 on its described carcass 1.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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, and the upper end of the vertical angle pier groove 6 on its described carcass 1 and the intersection point of two crossing horizontal arc angles 9 intersect.
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.As shown in Figure 5, chamfering 8 is a broken line shape chamfering.
Feature of the present invention is that also described inner corner trim 7 or end costal fovea groove 4 or angle pier groove 6 sizes change, and perhaps inner corner trim 7 or end costal fovea groove 4 or angle pier groove 6 are broken line shape, shaped form or step.As shown in Figure 6, end costal fovea groove 4 is the shaped form groove.
Feature of the present invention also is top 5, the side 2 of described carcass 1 or bottom surface 3 at least aly is provided with at least one jiao of pier groove 6.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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, is provided with angle pier groove 6 on top 5 and the side 2 of its described carcass 1.
Feature of the present invention also be described above 5, the angle pier groove 6 on side 2 or the bottom surface 3 is interconnected, perhaps also be connected with end costal fovea groove 4 or angle pier groove 6.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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, be provided with angle pier groove 6 on top 5 and the side 2 of carcass 1, its described above 5 and side 2 on angle pier groove 6 be interconnected, also be connected simultaneously with end costal fovea groove 4 and angle pier groove 6.
Feature of the present invention is that also the one or both ends of the angle pier groove 6 on the described carcass 1 are tubaeform, step, broken line shape or shaped form.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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, and an end of the angle pier groove 6 on the trailing flank of its described carcass 1 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.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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, also is provided with hole 10 and convex module 11 simultaneously 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.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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, be provided with reinforce 12 in its described carcass 1, diagram reinforce 12 is a fibrous mesh cloth.
Feature of the present invention is that also described carcass 1 is solid carcass or hollow matrix.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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, 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 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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, carcass 1 is solid carcass, and its described 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 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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, also is provided with bracing boom 13, reinforcing rib 14 and stiffening rib 15 simultaneously 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 14, bracing boom 13 has part to expose outside the carcass 1.
Feature of the present invention also is at least a reinforce 12 that exposes in described bracing boom 13, reinforcing rib 14 or the stiffening rib 15.
Feature of the present invention is that also described carcass 1 is provided with align member 16.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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, 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 16 is the structural representation of the embodiment of the invention 16, 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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, its described carcass 1 is provided with connecting elements 17, illustrate a plurality of carcasses 1 and be linked to be form element in groups by connecting elements 17, connector 17 is rod member and latch 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 17 is the structural representation of the embodiment of the invention 17, 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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, 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 18 is the structural representation of the embodiment of the invention 18, 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 has vertical corner to be set to run through top 5 and the vertical angle pier groove 6 of end costal fovea groove 4, 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 mould of convex external corner and raised line, 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 and engages closely knitly on the ferro-cement bottom surface of setting and harden not, treat promptly to get light tyre moulding member behind the setting and harden.
Claims (22)
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, and at least one vertical corner of at least one side (2) is a vertical angle pier groove (6) that runs through top (5) and end costal fovea groove (4).
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 at least two opposite flanks (2) of described carcass (1) are vertical angle pier groove (6).
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 (2) of described carcass (1) are vertical angle pier groove (6).
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 (6).
5, a kind of concrete filled light base mould member according to claim 1 is characterized in that described carcass (1) is provided with horizontal inner corner trim (7) or chamfering (8) or arc angle (9).
6, a kind of concrete filled light base mould member according to claim 5 is characterized in that the upper end of the vertical angle pier groove (6) on the described carcass (1) and the intersection point of two crossing horizontal inner corner trims (7) or chamfering (8) or arc angle (9) intersect.
7, a kind of concrete filled light base mould member according to claim 6 is characterized in that described chamfering (8) or arc angle (9) size change, and perhaps chamfering (8) or arc angle (9) are broken line shape, shaped form or step.
8, a kind of concrete filled light base mould member according to claim 6, it is characterized in that described inner corner trim (7) or end costal fovea groove (4) or angle pier groove (6) size change, perhaps inner corner trim (7) or end costal fovea groove (4) or angle pier groove (6) are broken line shape, shaped form or step.
9, a kind of concrete filled light base mould member according to claim 1 is characterized in that at least a at least one jiao of pier groove (6) that be provided with of top (5), side (2) or the bottom surface (3) of described carcass (1).
10, a kind of concrete filled light base mould member according to claim 9, it is characterized in that the angle pier groove (6) on described top (5), side (2) or the bottom surface (3) is interconnected, and perhaps also is connected with end costal fovea groove (4) or angle pier groove (6).
11, according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 10, the one or both ends that it is characterized in that the angle pier groove (6) on the described carcass (1) are tubaeform, step, broken line shape or shaped form.
12,, 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 10.
13, according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 10, it is characterized in that containing in the described carcass (1) reinforce (12), perhaps also have reinforce (12) to expose.
14,, 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 10.
15, a kind of concrete filled light base mould member according to claim 14 is characterized in that solid carcass (1) is light solid carcass or duricrust light solid carcass.
16,, 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 10.
17, a kind of concrete filled light base mould member according to claim 16 is characterized in that at least a the exposing outside the carcass (1) in described bracing boom (13), reinforcing rib (14) or the stiffening rib (15).
18, a kind of concrete filled light base mould member according to claim 16 is characterized in that at least a reinforce (12) that exposes in described bracing boom (13), reinforcing rib (14) or the stiffening rib (15).
19,, 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 10.
20, according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 10, 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).
21, according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 10, 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).
22,, 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 10.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2003101039585A CN1296584C (en) | 2003-11-02 | 2003-11-02 | Concrete filled light mould member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2003101039585A CN1296584C (en) | 2003-11-02 | 2003-11-02 | Concrete filled light mould member |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1611693A CN1611693A (en) | 2005-05-04 |
| CN1296584C true CN1296584C (en) | 2007-01-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2003101039585A Expired - Fee Related CN1296584C (en) | 2003-11-02 | 2003-11-02 | Concrete filled light mould member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1296584C (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101025008B (en) * | 2006-02-25 | 2010-09-01 | 邱则有 | Cast-in-situ hollow board |
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 |
-
2003
- 2003-11-02 CN CNB2003101039585A patent/CN1296584C/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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1611693A (en) | 2005-05-04 |
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