CN1325737C - Concrete filled light mould member - Google Patents
Concrete filled light mould member Download PDFInfo
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- CN1325737C CN1325737C CNB2003101039640A CN200310103964A CN1325737C CN 1325737 C CN1325737 C CN 1325737C CN B2003101039640 A CNB2003101039640 A CN B2003101039640A CN 200310103964 A CN200310103964 A CN 200310103964A CN 1325737 C CN1325737 C CN 1325737C
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- light base
- base mould
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Abstract
The present invention relates to a stuffing mould member for concrete filling, which comprises stuffing (1) which is characterized in that positions where all side surfaces (2) are in contact with the lower bottom surfaces (3) of the stuffing (1) are a transverse notch (4) respectively, and thereby, a ring stuffing bottom rib groove is formed. At least one side surface (2) is provided with at least one vertical groove (6) penetrating an upper surface (5) and the bottom rib groove (4). In this way, 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 piers of the floor is formed by the cast-in-situ concrete in the groove of the side surface. Cast-in-situ concrete reinforcing ribs connected with the shear piers are formed by the cast-in-situ concrete in the bottom rib groove. The construction is easy and quick. 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, 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, has at least one to run through vertical groove top and end costal fovea groove at least one side.Like this, when form element is applied to cast-in-situ concrete hollow floor, form element is close to arrangement, wraps up in and be contained in the cast-in-situ reinforced concrete, in the groove on the side, Cast-in-place concrete has then formed the shearing pier of superstructure; 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 groove on the side, Cast-in-place concrete has then formed the reinforcing rib of Cast-in-place concrete rib, 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 also is at least two opposite flanks of described carcass vertical groove is arranged.Like this, when form element was applied in the Cast-in-place Concrete Building Floor, Cast-in-place concrete poured in the above-mentioned vertical groove, and corresponding vertical corner position at carcass has formed shearing pier 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 also is on two opposite flanks of described carcass the vertical groove that is parallel to each other is arranged.Like this, when form element was applied in the Cast-in-place Concrete Building Floor, Cast-in-place concrete poured in the above-mentioned vertical groove that is parallel to each other, and corresponding Cast-in-place concrete reinforcing rib or the shearing pier structure of having formed strengthened the shear resistance of superstructure greatly, improved the overall performance of superstructure.
Feature of the present invention is that also described vertical groove is concrete pier groove.Like this, when form element was applied in the Cast-in-place Concrete Building Floor, Cast-in-place concrete poured into above-mentioned concrete pier with in the groove, and the corresponding Cast-in-place concrete shearing pier that formed has improved the mechanical property of superstructure greatly.
Feature of the present invention is that also described vertical groove is girt strip reinforcing rib groove.Like this, when form element is applied in the Cast-in-place Concrete Building Floor, Cast-in-place concrete pour into above-mentioned girt strip reinforcing rib with groove after, the corresponding reinforcing rib that forms the Cast-in-place concrete girt strip has improved the intensity and the rigidity of girt strip greatly, has improved the mechanical property of superstructure.
Feature of the present invention is that also at least one corner of the horizontal corner that vertical corner that adjacent side on the described carcass intersects or top and side are crossing is at least a in inner corner trim or chamfering or the arc angle.Like this, when form element is applied in the Cast-in-place Concrete Building Floor, after Cast-in-place concrete pours into inner corner trim, chamfering or the arc angle position of above-mentioned corner, corresponding shearing pier or reinforcing rib structure have been formed, improve the mechanical property of the inner cast-in-situ concrete structure of superstructure greatly, optimized the stressed and force transferring structure of superstructure inside.
Feature of the present invention also is the setting that intersects each other of described inner corner trim or chamfering or arc angle.
Feature of the present invention is that also described chamfering or arc angle are shaped form or step.Like this, after form element is applied in the Cast-in-place Concrete Building Floor, Cast-in-place concrete pour into above-mentioned self or mutually size change, perhaps be in the chamfering or arc angle of broken line shape, shaped form, step, formed and above-mentioned chamfering or corresponding Cast-in-place concrete reinforcing rib of arc angle or shearing pier in superstructure inside, can fully satisfy the needs of superstructure under different occasions, different situations, make things convenient for design and construction unit to select for use.
Feature of the present invention is that also described inner corner trim or end costal fovea groove or groove are 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 at least a at least one groove that is provided with of the top or bottom surface of described carcass.Like this, after form element was applied in the cast-in-situ concrete hollow floor, concrete poured in the groove above the form element or on the bottom surface, has formed cast-in-place reinforcing rib structure, had improved above the form element greatly or the intensity and the rigidity of Cast-in-place concrete thin plate on the bottom surface.
Feature of the present invention also be described above, the groove on 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 described groove is connected with end costal fovea groove.
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 hole.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.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.
Feature of the present invention is that also described reinforce exposes carcass.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 the 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.
Feature of the present invention is that also solid carcass is a duricrust light solid carcass.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 or 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.
Feature of the present invention is that also described a plurality of carcass connects into 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 connect into form element in groups by toss.Like this, the construction more convenient and quicker of form element can be saved construction formwork simultaneously.
Feature of the present invention is that also described carcass is provided with the carrying part.Like this, can very easily form element be piled up, transport, lift and construct, reduce the work difficulty and the working strength of above-mentioned operation, help improving efficiency of construction, reduce construction cost.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1, and in each accompanying drawing, 1 is carcass, and 2 is the side, and 3 is bottom surface, and 4 is end costal fovea groove, 5 be above, 6 is vertical 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 described carcass 1 is transverse concave groove, constitutes the ring tyre bottom rib groove, and side 2 is provided with one and runs through top 5 and the vertical 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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, and its described vertical groove 6 is arranged at respectively on two opposite flanks 2 of carcass 1.
Fig. 3 is the structural representation of the embodiment of the invention 3, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, and the opposite flank 2 of its described carcass 1 is provided with the vertical groove 6 that is parallel to each other.
Fig. 4 is the structural representation of the embodiment of the invention 4, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, and its described vertical groove 6 is for constituting the groove that the Cast-in-place concrete pier is used.
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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, the groove that its described vertical groove 6 is used for the moulding of girt strip reinforcing rib.
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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, the vertical corner places that adjacent side 2 intersects on its described carcass 1 are provided with chamfering 8 and arc angle 9, above the 5 horizontal corners of intersecting with side 2 be provided with the inner corner trim 7 that intersects each other.
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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, its described carcass 1 top 5 on also be provided with 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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, carcass 1 top 5 on also be provided with groove 6, above it is described 5, the groove 6 on the peripheral side 2 is interconnected, also be connected simultaneously with end costal fovea groove 4.
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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, and the end of the groove 6 on the trailing flank of its described carcass 1 is set to 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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, and its described carcass 1 is provided with hole 10 and convex module 11.
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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical 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 embodiment of the invention l2, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical 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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, carcass 1 is solid carcass, and its 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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical 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, 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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical 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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical 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 connect into light carcass in groups by connecting elements 17, connecting elements 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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, its described carcass 1 is extended with toss 18, illustrates a plurality of carcasses 1 and connects into light tyre moulding member 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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical 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, has at least one to run through top 5 and the vertical groove 6 of end costal fovea groove 4 at least one side 2.Fig. 1 is the structural representation of the embodiment of the invention 1, and in each accompanying drawing, 1 is carcass, and 2 is the side, and 3 is bottom surface, and 4 is transverse concave groove, 5 be above, 6 is vertical 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 described carcass 1 is transverse concave groove, constitutes the ring tyre bottom rib groove, and side 2 is provided with one and runs through top 5 and the vertical groove 6 of end costal fovea groove 4.
Feature of the present invention also is at least two opposite flanks 2 of described carcass 1 vertical groove 6 is arranged.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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, and its described vertical groove 6 is arranged at respectively on two opposite flanks 2 of carcass 1.
Feature of the present invention also is on two opposite flanks 2 of described carcass 1 the vertical groove 6 that is parallel to each other is arranged.Fig. 3 is the structural representation of the embodiment of the invention 3, the position that contacts, all bottom surfaces, 2 up and down, side 3 of carcass 1 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, and the opposite flank 2 of its described carcass 1 is provided with the vertical groove 6 that is parallel to each other.
Feature of the present invention is that also described vertical groove 6 is concrete pier groove.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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, and its described vertical groove 6 is for constituting the groove that the Cast-in-place concrete pier is used.
Feature of the present invention is that also described vertical groove 6 is girt strip reinforcing rib groove.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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, the groove that its described vertical groove 6 is used for the moulding of girt strip reinforcing rib.
Feature of the present invention is that also at least one corner of the horizontal corner that vertical corner that adjacent side on the described carcass 12 intersects or top 5 intersects with side 2 is at least a in inner corner trim 7 or chamfering 8 or the arc angle 9.Fig. 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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, the vertical corner places that adjacent side 2 intersects on its described carcass 1 are provided with chamfering 8 and arc angle 9, above the 5 horizontal corners of intersecting with side 2 be provided with the inner corner trim 7 that intersects each other.
Feature of the present invention also is the setting that intersects each other of described inner corner trim 7 or chamfering 8 or arc angle 9.
Feature of the present invention is that also described chamfering 8 or arc angle 9 are shaped form or step.As shown in Figure 7, chamfering 8, arc angle 9 are up big and down small chamfering, arc angle.
Feature of the present invention is that also described inner corner trim 7 or end costal fovea groove 4 or groove 6 are shaped form or step.As shown in Figure 8, inner corner trim 7 is broken line shape inner corner trim, and is shown in Figure 9, and groove 6 is step, shaped form groove.
Feature of the present invention also is at least a at least one groove 6 that is provided with of top 5 or bottom surface 3 of described carcass 1.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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, its described carcass 1 top 5 on also be provided with groove 6.
Feature of the present invention also be described above 5, the groove 6 on peripheral side 2 or the bottom surface 3 is interconnected.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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, carcass 1 top 5 on also be provided with groove 6, above it is described 5, the groove 6 on the peripheral side 2 is interconnected.
Feature of the present invention is that also described groove 6 is connected with end costal fovea groove 4.As shown in Figure 8, groove 6 is connected with end costal fovea groove 4.
Feature of the present invention is that also the one or both ends of the groove 6 on the described carcass 1 are tubaeform or step.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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, and the upper end of the groove 6 on the trailing flank of its described carcass 1 is set to tubaeform.
Feature of the present invention is that also described carcass 1 is provided with hole 10.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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, and its described carcass 1 is provided with hole 10 and convex module 11.
Feature of the present invention also is to contain reinforce 12 in the 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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical 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 reinforce 12 exposes carcass 1.
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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical 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 the light solid carcass.
Feature of the present invention is that also solid carcass 1 is 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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, carcass 1 is solid carcass, and its solid carcass 1 is a duricrust light solid carcass.
Feature of the present invention also is to be provided with in the described carcass 1 at least a in bracing boom 13, reinforcing rib 14 or the stiffening rib 15.Figure 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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical 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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical 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.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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, and its described carcass 1 is provided with connecting elements 17.
Feature of the present invention is that also described a plurality of carcass 1 connects into form element in groups by connecting elements 17.As shown in figure 16, a plurality of carcasses 1 connect into light carcass in groups by connecting elements 17, and connecting elements 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 connect into 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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical groove 6 of end costal fovea groove 4, its described carcass 1 is extended with toss 18, illustrates a plurality of carcasses 1 and connects into light tyre moulding member 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 is transverse concave groove, constitute the ring tyre bottom rib groove, side 2 is provided with runs through top 5 and the vertical 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 interior mould of establishing raised line, make one deck cement mortar one deck fibrous mesh cloth (or gauze wire cloth), the opening carcass of the 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 (27)
1, a kind of concrete filled light base mould member, comprise carcass (1), the position that contacts, the bottom surfaces, up and down, all sides (2) (3) that it is characterized in that described carcass (1) is transverse concave groove, the transverse concave groove that is interconnected constitutes the ring tyre bottom rib groove, have at least one side (2) at least one run through above the vertical groove (6) of (5) and end costal fovea groove (4).
2, a kind of concrete filled light base mould member according to claim 1 is characterized in that at least two opposite flanks (2) of described carcass (1) vertical groove (6) being arranged.
3, a kind of concrete filled light base mould member according to claim 2 is characterized in that on two opposite flanks (2) of described carcass (1) the vertical groove (6) that is parallel to each other being arranged.
4, a kind of concrete filled light base mould member according to claim 3 is characterized in that described vertical groove (6) is concrete pier groove.
5, a kind of concrete filled light base mould member according to claim 3 is characterized in that described vertical groove (6) is girt strip reinforcing rib groove.
6, a kind of concrete filled light base mould member according to claim 1 is characterized in that it is at least a in inner corner trim (7) or chamfering (8) or the arc angle (9) that described carcass (1) is gone up at least one corner of the horizontal corner that vertical corner that adjacent side (2) intersects or top (5) and side (2) intersects.
7, a kind of concrete filled light base mould member according to claim 6 is characterized in that the setting that intersects each other of described inner corner trim (7) or chamfering (8) or arc angle (9).
8,, it is characterized in that described chamfering (8) or arc angle (9) are shaped form or step according to claim 6 or 7 described a kind of concrete filled light base mould members.
9,, it is characterized in that described inner corner trim (7) or end costal fovea groove (4) or groove (6) are shaped form or step according to claim 6 or 7 described a kind of concrete filled light base mould members.
10, a kind of concrete filled light base mould member according to claim 1 is characterized in that top (5) of described carcass (1) or at least a at least one groove (6) that is provided with of bottom surface (3).
11, a kind of concrete filled light base mould member according to claim 10 is characterized in that the groove (6) on described top (5), peripheral side (2) or the bottom surface (3) is interconnected.
12, a kind of concrete filled light base mould member according to claim 11 is characterized in that described groove (6) is connected with end costal fovea groove (4).
13,, it is characterized in that the one or both ends of the groove (6) 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 hole (10) according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 12.
15,, it is characterized in that containing in the described carcass (1) reinforce (12) according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 12.
16, a kind of concrete filled light base mould member according to claim 15 is characterized in that described reinforce (12) exposes carcass (1).
17,, 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.
18, a kind of concrete filled light base mould member according to claim 17 is characterized in that solid carcass (1) is the light solid carcass.
19, a kind of concrete filled light base mould member according to claim 17 is characterized in that solid carcass (1) is a duricrust light solid carcass.
20,, 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 12.
21, a kind of concrete filled light base mould member according to claim 20 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).
22, a kind of concrete filled light base mould member according to claim 20 is characterized in that at least a reinforce (12) that exposes in described bracing boom (13), reinforcing rib (14) or the stiffening rib (15).
23,, 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 12.
24,, it is characterized in that described carcass (1) is provided with connecting elements (17) according to the described a kind of concrete filled light base mould member of arbitrary claim in the claim 1 to 12.
25, a kind of concrete filled light base mould member according to claim 24 is characterized in that described a plurality of carcass (1) connects into form element in groups by connecting elements (17).
26, 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 (18), a plurality of carcasses (1) connect into form element in groups by toss (18).
27,, 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 12.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2003101039640A CN1325737C (en) | 2003-11-02 | 2003-11-02 | Concrete filled light mould member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2003101039640A CN1325737C (en) | 2003-11-02 | 2003-11-02 | Concrete filled light mould member |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1611699A CN1611699A (en) | 2005-05-04 |
| CN1325737C true CN1325737C (en) | 2007-07-11 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2003101039640A Expired - Fee Related CN1325737C (en) | 2003-11-02 | 2003-11-02 | Concrete filled light mould member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1325737C (en) |
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| 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 CNB2003101039640A patent/CN1325737C/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 |
|---|---|
| CN1611699A (en) | 2005-05-04 |
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