CN100476137C - Bottom plate component for formwork of reinforced concrete - Google Patents
Bottom plate component for formwork of reinforced concrete Download PDFInfo
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- CN100476137C CN100476137C CNB200510114410XA CN200510114410A CN100476137C CN 100476137 C CN100476137 C CN 100476137C CN B200510114410X A CNB200510114410X A CN B200510114410XA CN 200510114410 A CN200510114410 A CN 200510114410A CN 100476137 C CN100476137 C CN 100476137C
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- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
Disclosed is a floor member for reinforced-bar concrete formwork, which comprises a lower bottom (3) and a projected-edge of the lower bottom (3), characterized in that the projected edge is the bottom formwork for superposition with the post casting concrete, the lower bottom (3) does not superpose with the post casting concrete, the upper surface of the projected edge is provided with an exposed anchoring rib (9) or an exposed net (25) for connecting the post casting concrete, the lower bottom (3) has a projected reinforcement rib (17), the reinforcement rib (17) is provided with a connecting member (14). The invention can be applied to hollow concrete structures such as roofs, foundation floors, concrete walls and bridges, especially to project of hollow floor slabs.
Description
The application for the applying date be that April 30, application number in 2002 are 02117551.9, name is called the dividing an application of application for a patent for invention of " a kind of stereo froce bearing form work for reinforced concrete ".
(1) technical field
The present invention relates to a kind of formwork base plate member of steel bar concrete.
(2) background technology
Advantages such as at present, the building of brick mix structure and frame construction major part adopts precast hollow slab as floor structure, and it is fast that this floor structure has speed of application, and cost is low.But, only use the cement mortar joint filling, thereby globality is poor, is unfavorable for antidetonation, and phenomenons such as slit cracking, infiltration often occur owing to firmly do not link between adjacent two precast hollow slabs.For addressing the above problem, a lot of building have adopted the method for Cast-in-place concrete floor (solid, hollow), have solved problems such as antidetonation, cracking and infiltration preferably, but this class floor slab construction relative difficult, and cost is higher relatively.The patent No. is " shuttering member " utility model patent of 93206310.1, a kind of a kind of prefabricated noggin piece that is used for industry and the close rib cavity of civilian construction floor is disclosed, it by upper base, go to the bottom and sidewall constitutes, sidewall all around and upper base, the totally-enclosed cavity polyhedral structure of the formation of going to the bottom, be provided with self support strength of ribs with the enhancement mode mould component in the die housing, formwork self is cracky not.During construction, by designing requirement, shuttering member is placed on the supporter of floor gap, reserve the certain clearance space between shuttering member, arrange reinforcing bar, and pour into a mould that shuttering member promptly constitutes all very smooth whole floor slab structure of upper and lower surface with reinforced concrete with cement, shuttering member in floor be internal mold be again to fill supporting member, construction saves trouble, easy.But this shuttering member is because its inner ribs that is provided with is board-like ribs, weight is heavier relatively, material consumption is big, simultaneously its board-like ribs has only been considered not cracky or only satisfy the requirement of construction resistance to compression load of formwork upper plate, do not consider formwork is designed to the primary load bearing member, constitute common stressed structural system with cast-in-situ concrete structure combination, with resist the drawing of various complexity, press, cut, turn round, the effect of external force such as vibration.European patent number is EP0884427A2, international Patent classificating number is E04B5/21, name is called the european patent application of " A better solution for the concreteboxes normally used in the fungiform pavements ", related to relevant with reclaiming plastics manufacturing concrete hollow mould shell, this formwork is by upper plate, the sidewall and the formation of going to the bottom on every side, upper plate, sidewall and going to the bottom is connected to each other and constitutes the polyhedron enclosed cavity on every side, in cavity, be provided with the rod member of 5 hollow taper shapes under shed, this rod member with go to the bottom and all around sidewall be single injection-molded, upper plate is connected with sidewall all around by bolt and forms plastic form integral body.Equally, this kind plastic form has only been considered not cracky or only satisfy the requirement of construction resistance to compression load of formwork upper plate, though its taper shape is to the conveniently nestable transportation of hollow rod member of under shed, but do not consider formwork is designed to the primary load bearing member, constitute common three-dimensional stressed structural system with the cast-in-situ concrete structure combination, to resist the effect that to resist lower pulling force and horizontal shear etc. in the effect of various complicated outside force, particularly formwork.Therefore, the formwork of developing a kind of novel steel bar concrete with base plate member for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of formwork base plate member of steel bar concrete, can constitute common stressed structural system with the Cast-in-place concrete combination, resist various complicated outside force effects, also have in light weight, characteristics such as material consumption is few, simple in structure, convenient construction and transport simultaneously.
Solution of the present invention is on the basis of existing technology, comprise the toss of going to the bottom and going to the bottom, it is characterized in that described toss is and the superimposed bed die of using of rear pouring concrete, it is not superimposed with rear pouring concrete to go to the bottom, the upper surface of toss is reserved with rear pouring concrete and links the dew anchor rib of usefulness or reveal net, the reinforcing rib that protrusion is arranged on going to the bottom has connector on the reinforcing rib.Wherein, it is stressed that curvilinear rod is more suitable in formwork arch; Folding mast more is applicable in the special-shaped formwork; Cable more is applicable to tension, and as adopting the sheath cable, then its durability is better; Straight-bar is economized with material, and power transmission is direct, and it draws, presses performance all good, also can apply prestressing force; Upside open hollow bar can make Cast-in-place concrete and the interior stressed member of formwork be combined into one, and forms the common force structure of mutual build-in, and the variable cross-section hollow stem should not use separately, is used in combination preferable with other.And, because at least one brace the drawknot up and down rod member of drawknot and upper plate or sidewall or go to the bottom are on every side arranged, thereby this formwork can constitute common stressed structural system with the Cast-in-place concrete combination, to resist drawing of various complexity, press, cut, the effect of external force such as turn round, constitute the hollow force transferring structure of darknet frame concrete, and the shock resistance of floor, anti-vibration, anti-point load, crack resistance improves greatly, the corresponding steel content that reduces floor, the concrete consumption, improve the plane stiffness of floor, strengthen the structural strength of formwork and Cast-in-place concrete, also have in light weight simultaneously, material consumption is few, simple in structure, characteristics such as convenient construction and transport, reached purpose of the present invention, be applicable to various superstructures, roof system, sole plate, concrete wall, in the hollow concrete structure such as bridge, be specially adapted in the hollow concrete superstructure engineering.
Feature of the present invention also is on the intersection point of described reinforcing rib connector is arranged.
Feature of the present invention also is on the intersection point of reinforcing rib at described center of going to the bottom connector is arranged.
Feature of the present invention is that also the connector on the described reinforcing rib is the cross setting.
Feature of the present invention is that also base plate member is provided with upper plate, sidewall and rod member on every side.
Feature of the present invention also is to be provided with at least more than one the triangle rod member truss element or the rod member that joins more than two that is made of many rod members in die housing.Like this, because the triangular truss unit is stable geometric shapes, then the intensity of formwork and rigidity further improve, and the performance of the stressed power transmission of formwork participation Cast-in-place concrete is better, and formwork is in light weight, and material consumption is few, and stability is better.
Four, description of drawings
Fig. 1 is the structural representation of embodiments of the invention 1, and 1 is upper plate, 2 be around sidewall, 3 for going to the bottom, 4 is enclosed cavity, 5 is rod member, in other accompanying drawing, numbers identically, its explanation is identical.Shown in Figure 1, in formwork, be provided with 5,2 folding masts 5 of 5 uniform section straight-bars.
Fig. 2 is the structural representation of embodiments of the invention 2, is provided with 4 curvilinear rod 5 in formwork.
Fig. 3 is the structural representation of embodiments of the invention 3, and the rod member 5 that is provided with in formwork has uniform section straight-bar, the solid straight-bar of variable cross-section, upper shed hollow stem, cable.
Fig. 4 is the structural representation of embodiments of the invention 4, and a plurality of truss elements 6 are arranged in formwork.
Fig. 5 is the structural representation of embodiments of the invention 5, is provided with handing-over rod member 7 in formwork.
Fig. 6 is the structural representation of embodiments of the invention 6, outside die housing, be extended with the rod end 8 of rod member 5, and rod member 5 is hollow rod member, after formwork is applied in the Cast-in-place concrete floor, concrete can enter in the rod member 5, with rod member 5 mutual build-ins, will go to the bottom 3 with Cast-in-place concrete be connected to form integral body, the overall performance of its floor improves, and the formwork participation is stressed, transmission force property is better.
Fig. 7 is the structural representation of embodiments of the invention 7, is extended with the rod end 8 of rod member 5 outside die housing, and has and reveal anchor rib 9, and the shaft of rod member 5, they can with Cast-in-place concrete bond better form whole, formwork stressed, transmission force property is better.
Fig. 8 is the structural representation of embodiments of the invention 8, and a plurality of truss elements 6 in formwork have constituted truss 10, and the orthogonal thereto each other butt joint of truss element 6 engages arranges, is provided with rod member 5 improves truss 10 as diagonal brace globality simultaneously.
Fig. 9 is the structural representation of embodiments of the invention 9, and the cross sectional shape of rod member 5 is circular, also can be the square, I-shaped etc. of other.
Figure 10 is the structural representation of embodiments of the invention 10, and rod member 5 is the coupled pole that the stratiform of MULTILAYER COMPOSITE is strengthened.
Figure 11 is the structural representation of embodiments of the invention 11, and rod member 5 is interiorly to be the coupled pole of sheet steel pipe outward for steel bar concrete, or steel pipe also scribbles lumarith or fire resistant coating outward.
Figure 12 is the structural representation of embodiments of the invention 12, and rod member 5 is the compound rod of many round bars.
Figure 13 is the structural representation of embodiments of the invention 13, and coupled pole 5 is fixed with the coupled pole that strengthens surface layer 11 for the rod member surface, and also has anchoring pin 12 simultaneously on the enhancing surface layer 11.
Local enlarged diagram for Figure 13.
Figure 14 is the structural representation of embodiments of the invention 14, and coupled pole 5 strengthens surface layer 11 for the rod member surface is pasted with.
Figure 15 is the structural representation of embodiments of the invention 15, and truss 10 is a rope bar truss, and rod member 5 is extended with rod end 8.
Figure 16 is the structural representation of embodiments of the invention 16, and truss 10 is fixed quadrangle truss, and rod member 5 is extended with shaft.
Figure 17 is the structural representation of embodiments of the invention 17, and for truss 10 and upper plate 1 with 14 connect for glued being connected between 3 of going to the bottom, the connection 13 between the rod member 5 is a global formation.
Figure 18 is the structural representation of embodiments of the invention 18, and the truss 10 that constitutes for rod member 5 and upper plate 1 and being connected between 3 of going to the bottom 14 are the anchor connection of boring a hole, and the connection 13 between the rod member 5 is a global formation.
Figure 19 is the structural representation of embodiments of the invention 19, and push rod 5 omissions for truss 10 utilize upper plate 1 directly as push rod 5.
Figure 20 is the structural representation of embodiments of the invention 20, and bottom bar 5 omissions for truss 10 utilize and go to the bottom 3 directly as bottom bar 5.
Figure 21 is the structural representation of embodiments of the invention 21, for four sidewalls 2 on every side all have 2 boss 15, one side and 3 choose base 26 is arranged of going to the bottom.
Figure 22 is the structural representation of embodiments of the invention 22, for four sidewalls 2 on every side all have 2 boss 15, and in each boss 15 2 rod members 16 is arranged, and 3 two limits of going to the bottom are chosen base 26 is arranged.
Figure 23 is the structural representation of embodiments of the invention 23, and on the sidewall 2 solid reinforcing rib 17 being arranged on every side, and its thickness is up-small and down-big.
Figure 24 is the structural representation of embodiments of the invention 24, for reinforcing rib 17 is arranged on the upper plate 1, go to the bottom 3 around choose base 26 arranged.
Figure 25 is the structural representation of embodiments of the invention 25, is the reinforcing rib 17 that has height, thickness not to wait on the upper plate 1; Reinforcing rib 17 is arranged on the sidewall 2, also is rod member 5 simultaneously, and both unite two into one.
Figure 26 is the structural representation of embodiments of the invention 26, for upper plate 1 and on every side the external surface of sidewall 2 be the undaform external surface.
Figure 27 is the structural representation of embodiments of the invention 27, for upper plate 1 and on every side the external surface of sidewall 2 be plucking shape rough surface.
Figure 28 is the structural representation of embodiments of the invention 28, and the formwork that forms for upper plate 1 and sidewall 2 on every side is one deck cementitious matter 11 one deck cloth 12 superimposed each other layer structures more than two layers of one deck cementitious matter 11 again.
Figure 29 is the structural representation of embodiments of the invention 29, for upper plate 1 and on every side the formwork that forms of sidewall 2 be one deck truss 20 two-sided outer composite constructions of wrapping up in rete 21.
Figure 30 is the structural representation of embodiments of the invention 30, for upper plate 1 and on every side the formwork that forms of sidewall 2 be the composite construction that one deck honeycomb hole skeleton 22 single faces are wrapped up in rete 21 outward.
Figure 31 is the structural representation of embodiments of the invention 31, and for the upper plate 1 of formwork is the square peviform thing that 4 module components constitute with sidewall 2 on every side, the shaft of rod member 5 exposes on upper plate 1, and the anchor rib 9 of revealing is arranged on it.
Figure 32 is the structural representation of embodiments of the invention 32, is embedded with steel mesh reinforcement reinforce 23 for going to the bottom in 3, is embedded with gauze wire cloth reinforce 23 in upper plate 1 and the sidewall 2.
Figure 33 is the structural representation of embodiments of the invention 33, for upper plate 1, sidewall 2 and go to the bottom and be embedded with gauze wire cloth and fabric reinforcement 23 simultaneously in 3.
Figure 34 is the structural representation of embodiments of the invention 34,3 is extended with and reveals anchor rib 24 for going to the bottom, and also choosing simultaneously has base 26.
Figure 35 is the structural representation of embodiments of the invention 35,3 chooses to have and reveals net 25 for going to the bottom, and also choosing simultaneously has base 26.
Figure 36 is the structural representation of embodiments of the invention 36, for 3 bases of choosing 26 of going to the bottom are step, are extended with simultaneously and reveal anchor rib 24.
Figure 37 is the structural representation of embodiments of the invention 37, for 3 bases of choosing 26 of going to the bottom are zigzag, are extended with simultaneously and reveal anchor rib 24.
Figure 38 is the structural representation of embodiments of the invention 38, for 3 bases of choosing 26 of going to the bottom are hypotenuse shape, are extended with simultaneously and reveal anchor rib 24.
Figure 39 is the structural representation of embodiments of the invention 39,3 chooses base 26 is arranged for going to the bottom, and is extended with simultaneously and reveals net 25, and also be extended with fibre 27, anti-cracking cloth 28.
The local enlarged diagram on expression base 26.B-1 represents
An example of local enlarged diagram, expression base 26 is extended with fibre 27, anti-cracking cloth 28; B-2 also represents
Another example of local enlarged diagram, what stretched out on expression base 26 also can be a Cracking-proof belt sour jujube iron plate 29; B-3 also is expression
Another example of local enlarged diagram, expression has a Cracking-proof belt sour jujube iron plate 29 on the base 26.
Figure 40 is the structural representation of embodiments of the invention 40, for sidewall 2 on every side and upper plate 1, being connected between 3 of going to the bottom 30 connect for glued.
Figure 41 is the structural representation of embodiments of the invention 41, for sidewall 2 on every side and upper plate 1, going to the bottom is connected 30 for being welded to connect between 3.
Figure 42 is the structural representation of embodiments of the invention 42, for being provided with the solid stiffening rib of a slice 31 in the die housing.
Figure 43 is the structural representation of embodiments of the invention 43, for being provided with the hollow stiffening rib of a slice 31 in the die housing.
Figure 44 is the structural representation of embodiments of the invention 44, for being provided with the hollow stiffening rib of a slice 31 in the die housing.
Figure 45 is the structural representation of embodiments of the invention 45, wears the solid stiffening rib 31 of reinforcing rib 32 for being provided with a slice both sides in the die housing.
Figure 46 is the structural representation of embodiments of the invention 46, wears the hollow reinforced rib 31 of reinforcing rib 32 for being provided with a slice both sides in the die housing.
Figure 47 is the structural representation of embodiments of the invention 47, wears the hollow reinforced rib 31 of reinforcing rib 32 for being provided with a slice both sides in the die housing.
Figure 48 is the structural representation of embodiments of the invention 48, for the face shaping of 3 D force bearing mould case is a cuboid.
Figure 49 is the structural representation of embodiments of the invention 49, for the face shaping of 3 D force bearing mould case is the hexagon body.
Figure 50 is the structural representation of embodiments of the invention 50, and for the right-hand member of 3 D force bearing mould case is thinner, left end is thicker.
Figure 51 is the structural representation of embodiments of the invention 51, reveals anchor rib 33 for stiffening rib 31 is extended with from upper plate 1.
Figure 52 is the structural representation of embodiments of the invention 52, for stiffening rib 31 from upper plate 1 and on every side sidewall 2 be extended with and reveal net 34.
Figure 53 is the structural representation of embodiments of the invention 53, reveals anchor rib 33 for stiffening rib 31 is extended with from upper plate 1.
Figure 54 is the structural representation of embodiments of the invention 54, reveals rib 35 for stiffening rib 31 is extended with from upper plate 1, and is extended with dew net 34 simultaneously; Go to the bottom and 3 choose base 26 is arranged, and the muscle 24 of revealing and a Cracking-proof belt sour jujube iron plate 29 are arranged.
Figure 55 is the structural representation of embodiments of the invention 55, for three-dimensional formwork is provided with handle 36.
Figure 56 is the structural representation of embodiments of the invention 56, for three-dimensional formwork is provided with drag hook 37, wire drawing 38.
Figure 57 is the structural representation of embodiments of the invention 57, for three-dimensional formwork is provided with wire drawing 38, suspender member 39, embedded iron parts 40.
Figure 58 is the structural representation of embodiments of the invention 58, for three-dimensional formwork is provided with deep gouge 41, reserving hole 42, air chimney 46.
Figure 59 is the structural representation of embodiments of the invention 59, for three-dimensional formwork is provided with pre-buried conduit 43, junction box 44, water pipe 45.
Figure 60 is the structural representation of embodiments of the invention 60, for the surface of the upper plate 1 of formwork and lower shoe 3 is pasted with reinforcing band 47, is fixed with on the sidewall 2 to strengthen surface layer 48, and anchoring pin 49 is arranged simultaneously.
Figure 61 is the structural representation of embodiments of the invention 61, and reinforcing bars and rod member 5 in 3 link to each other with reinforcing bar in the stiffening rib 31 in order to go to the bottom.
Figure 62 is the structural representation of embodiments of the invention 62, for being provided with soundproof course 50 in the formwork cavity 4.
Figure 63 is the structural representation of embodiments of the invention 63, for being filled with expanded perlite 51 in the formwork cavity 4.
Figure 64 is the structural representation of embodiments of the invention 64, is provided with the hole 52 of wearing muscle in 3 going to the bottom.
Figure 65 is the structural representation of embodiments of the invention 65, and the rod end 8 of revealing is arranged on boss 15, and the anchor rib 9 of revealing is arranged.
Figure 66 is the structural representation of embodiments of the invention 66, represents that also upper plate 1 and sidewall 2 on every side are one, will be with truss 10, going to the bottom 3 is about to connect into whole view, and it is gone to the bottom and 3 chooses base 26 is arranged, and the muscle 24 of revealing is arranged, reveals net 25.
Figure 67 is the structural representation of embodiments of the invention 67, and it is gone to the bottom and 3 chooses base 26 is arranged, and the net 25 of revealing is arranged.
Figure 68 is the structural representation of embodiments of the invention 68, and it is gone to the bottom and 3 chooses base 26 is arranged, and the shaft of the rod member 5 on the truss 10 stretches out outside the die housing.
Figure 69 is the structural representation of embodiments of the invention 69, and it is gone to the bottom and 3 chooses base 26 is arranged, and the shaft of the rod member 5 on the truss 10 stretches out outside the die housing.
Figure 70 is the structural representation of embodiments of the invention 70, and it is gone to the bottom and 3 chooses base 26 is arranged, and a Cracking-proof belt sour jujube iron plate 29 is arranged on the base.
Figure 71 amplifies the user mode structural representation for the part that Figure 70 C is ordered, rod member 5 is the upward opening hollow stem, be cast with cast-in-situ reinforced concrete in it, rod member 5 forms steel pipe steel bar concrete bar behind casting reinforced concrete, makes to go to the bottom by rod member 53 to be connected to form integral body with the cast-in-situ reinforced concrete of upper plate 1.
Figure 72 is the structural representation of embodiments of the invention 71, also be its go to the bottom 3 linked into an integrated entity with upper plate 1 with truss 10, the housing that forms of sidewall 2 is about to connect into whole view all around.
Figure 73 is the structural representation of embodiments of the invention 72, and its upper plate 1, going to the bottom 3 is extended with simultaneously and reveals muscle 24.
Figure 74 is the structural representation of embodiments of the invention 73, and its upper plate 1, going to the bottom 3 is extended with base 26 simultaneously, and is extended with and reveals net 25.
Figure 75 is the structural representation of embodiments of the invention 74, and the rod member 5 of the truss 10 in its cavity is extended with rod end 8 from four angles of formwork respectively.
Figure 76 is the structural representation of embodiments of the invention 75, and the rod member 5 of the truss 10 in its cavity is extended with rod end 8 from four angles of formwork respectively, and upper plate 1, goes to the bottom and 3 choose base 26 is arranged.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention as shown in drawings, comprise and go to the bottom 3 and 3 the toss of going to the bottom, it is characterized in that described toss is and the superimposed bed die of using of rear pouring concrete, it is 3 superimposed with rear pouring concrete to go to the bottom, the upper surface of toss is reserved with rear pouring concrete and links the dew anchor rib 9 of usefulness or reveal net 25, going to the bottom has the reinforcing rib 17 of protrusion on 3, and connector 14 is arranged on the reinforcing rib 17.Fig. 1 is the structural representation of embodiments of the invention 1, and 1 is upper plate, 2 be around sidewall, 3 for going to the bottom, 4 is enclosed cavity, 5 is rod member, in other accompanying drawing, numbers identically, its explanation is identical.Shown in Figure 1, in formwork, be provided with 5,2 folding masts 5 of 5 uniform section straight-bars.Fig. 2 is the structural representation of embodiments of the invention 2, is provided with 4 curvilinear rod 5 in formwork.Fig. 3 is the structural representation of embodiments of the invention 3, and the rod member 5 that is provided with in formwork has uniform section straight-bar, the solid straight-bar of variable cross-section, upper shed hollow stem, cable.Shown in Figure 66, Figure 68, Figure 69 or Figure 70, toss is and the superimposed bed die of using of rear pouring concrete, and it is 3 superimposed with rear pouring concrete to go to the bottom, and the upper surface of toss is reserved with rear pouring concrete and links the dew anchor rib 9 of usefulness or reveal net 25, going to the bottom has the reinforcing rib 17 of protrusion on 3, and connector 14 is arranged on the reinforcing rib 17.
Feature of the present invention also is on the intersection point of described reinforcing rib 17 connector 14 is arranged.Shown in Figure 66, Figure 68, Figure 69 or Figure 70, connector 14 is arranged on the intersection point of reinforcing rib 17.
Feature of the present invention also is on the intersection point of reinforcing rib 17 at described 3 the center of going to the bottom connector 14 is arranged.Shown in Figure 66, Figure 68, Figure 69 or Figure 70, on the intersection point of the reinforcing rib 17 at 3 the center of going to the bottom connector 14 is arranged.
Feature of the present invention is that also the connector 14 on the described reinforcing rib 17 is the cross setting.Shown in Figure 66, Figure 68, Figure 69 or Figure 70, the connector 14 on the reinforcing rib 17 is the cross setting.
Feature of the present invention is that also base plate member is provided with upper plate 1, sidewall 2 and rod member 5 on every side.Shown in Figure 66, Figure 67, Figure 68, Figure 69 or Figure 70, base plate member is provided with upper plate 1, sidewall 2 and rod member 5 on every side.
Feature of the present invention also be in die housing, to be provided with constitute by many rod members 5 at least more than one triangle rod member truss element 6 or more than two the handing-over rod member 7.Fig. 4 is the structural representation of embodiments of the invention 4, and a plurality of truss elements 6 are arranged in formwork.Fig. 5 is the structural representation of embodiments of the invention 5, is provided with handing-over rod member 7 in formwork.
During the invention process, can make of steel bar concrete or gauze wire cloth concrete earlier and go to the bottom 3, with one deck cement gel ramming material one deck cloth again the layer structure more than two layers that is built up each other of one deck cement gel ramming material make required form upper plate 1 and around sidewall 2, make rod member 5 glued one-tenth truss 10 or the whole truss 10 that forms with the reinforced concrete mortar, use the glue gluing between each member each other, promptly form required three-dimensional formwork, formwork is in light weight, material is economized, and also has characteristics such as intensity height, simple in structure, convenient construction and transport simultaneously.
Claims (6)
1, a kind of formwork base plate member of steel bar concrete, comprise and going to the bottom (3) and the toss of go to the bottom (3), it is characterized in that described toss is and the superimposed bed die of using of rear pouring concrete, go to the bottom (3) not superimposed with rear pouring concrete, the upper surface of toss is reserved with rear pouring concrete and links the dew anchor rib (9) of usefulness or reveal net (25), going to the bottom has the reinforcing rib (17) of protrusion on (3), and connector (14) is arranged on the reinforcing rib (17).
2, the formwork base plate member of a kind of steel bar concrete according to claim 1 is characterized in that on the intersection point of described reinforcing rib (17) connector (14) being arranged.
3, the formwork base plate member of a kind of steel bar concrete according to claim 1 is characterized in that on the intersection point of reinforcing rib (17) at center of described going to the bottom (3) connector (14) being arranged.
4, the formwork base plate member of a kind of steel bar concrete according to claim 1 is characterized in that the connector (14) on the described reinforcing rib (17) is the cross setting.
5, the formwork base plate member of a kind of steel bar concrete according to claim 1 is characterized in that base plate member is provided with upper plate (1), sidewall (2) and rod member (5) on every side.
6, the formwork base plate member of a kind of steel bar concrete according to claim 5 is characterized in that being provided with at least more than one the triangle rod member truss element (6) or the rod member (7) that joins more than two that is made of many rod members (5) in die housing.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02117551 CN1228521C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional load-carrying form for reinforced concrete |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 02117551 Division CN1228521C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional load-carrying form for reinforced concrete |
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| CN1789613A CN1789613A (en) | 2006-06-21 |
| CN100476137C true CN100476137C (en) | 2009-04-08 |
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| Application Number | Title | Priority Date | Filing Date |
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| CNB2005100989823A Expired - Fee Related CN100501079C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional force-bearing shuttering for steel reinforced concrete |
| CNB2005100989753A Expired - Lifetime CN100434621C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional force-bearing shuttering for steel reinforced concrete |
| CNB2005101143751A Expired - Fee Related CN100467795C (en) | 2002-04-30 | 2002-04-30 | 3D force bearing mould case for steel reinforced concrete |
| CNB2005101147428A Expired - Fee Related CN100564731C (en) | 2002-04-30 | 2002-04-30 | A kind of stereo froce bearing form work for reinforced concrete |
| CNB2005101066454A Expired - Lifetime CN100549332C (en) | 2002-04-30 | 2002-04-30 | A kind of stereo froce bearing form work for reinforced concrete |
| CNB2005100989772A Expired - Lifetime CN100501077C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional force-bearing shuttering for steel reinforced concrete |
| CNB2005101061535A Expired - Fee Related CN100469987C (en) | 2002-04-30 | 2002-04-30 | Stereo bearing mould case for steel reinforced concrete |
| CNB2005101065042A Expired - Fee Related CN100357542C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional force-bearing shuttering for steel reinforced concrete |
| CNB200510106644XA Expired - Fee Related CN100489242C (en) | 2002-04-30 | 2002-04-30 | Stereo bearing shuttering for reinforced concrete |
| CNB2005101144129A Expired - Fee Related CN100362190C (en) | 2002-04-30 | 2002-04-30 | Stereo force bearing shuttering for steel concrete |
| CNB2005101144523A Expired - Fee Related CN100434626C (en) | 2002-04-30 | 2002-04-30 | Three dimensional bearing formwork for reinforced concrete |
| CNB2005101147663A Expired - Fee Related CN100501084C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional bearing shuttering for reinforced concrete |
| CNB2005101143520A Expired - Fee Related CN100476136C (en) | 2002-04-30 | 2002-04-30 | Bottom plate component for formwork of reinforced concrete |
| CNB2005101062985A Expired - Lifetime CN100363571C (en) | 2002-04-30 | 2002-04-30 | Solid load-carrying shuttering used for reinforced concrete |
| CNB2005101143662A Expired - Fee Related CN100445493C (en) | 2002-04-30 | 2002-04-30 | 3D force bearing mould case for steel reinforced concrete |
| CNB2005100989791A Expired - Fee Related CN100501078C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional force-bearing shuttering for steel reinforced concrete |
| CNB2005101065076A Expired - Fee Related CN100501080C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional force-bearing shuttering for steel reinforced concrete |
| CN 02117551 Expired - Lifetime CN1228521C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional load-carrying form for reinforced concrete |
| CNB200510114435XA Expired - Fee Related CN100501082C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional force bearing shuttering for steel concrete |
| CNB2005101146393A Expired - Fee Related CN100449082C (en) | 2002-04-30 | 2002-04-30 | 3D force bearing mould case for steel reinforced concrete |
| CNB2005101143747A Expired - Lifetime CN100535331C (en) | 2002-04-30 | 2002-04-30 | Bottom board component for mould case of steel reinforced concrete |
| CNB2005101143732A Expired - Fee Related CN100467794C (en) | 2002-04-30 | 2002-04-30 | 3D force bearing mould case for steel reinforced concrete |
| CNB2005101066420A Expired - Fee Related CN100535330C (en) | 2002-04-30 | 2002-04-30 | Stereo bearing shuttering for reinforced concrete |
| CNB2005101146016A Expired - Fee Related CN100458070C (en) | 2002-04-30 | 2002-04-30 | Three dimensional bearing formwork for reinforced concrete |
| CNB200510095918XA Expired - Lifetime CN1322212C (en) | 2002-04-30 | 2002-04-30 | Solid load-carrying shuttering used for reinforced concrete |
| CNB2005101146054A Expired - Fee Related CN100400768C (en) | 2002-04-30 | 2002-04-30 | Stereo force bearing shuttering for steel concrete |
| CNB2005101146092A Expired - Fee Related CN100383356C (en) | 2002-04-30 | 2002-04-30 | Stereo force bearing shuttering for steel concrete |
| CNB2005101143639A Expired - Fee Related CN100489243C (en) | 2002-04-30 | 2002-04-30 | Stereoscopic bearing formwork for reinforced concrete |
| CNB2005101144025A Expired - Fee Related CN100434624C (en) | 2002-04-30 | 2002-04-30 | Stereo force bearing shuffering for steel concrete |
| CNB2005101146020A Expired - Fee Related CN100501083C (en) | 2002-04-30 | 2002-04-30 | Three dimensional bearing formwork for reinforced concrete |
| CNB200510114410XA Expired - Fee Related CN100476137C (en) | 2002-04-30 | 2002-04-30 | Bottom plate component for formwork of reinforced concrete |
| CNB2005101144487A Expired - Lifetime CN100467796C (en) | 2002-04-30 | 2002-04-30 | Three dimensional bearing formwork for reinforced concrete |
| CNB2005101146073A Expired - Fee Related CN100383355C (en) | 2002-04-30 | 2002-04-30 | Stereo force bearing shuttering for steel concrete |
| CNB2005101144491A Expired - Fee Related CN100434625C (en) | 2002-04-30 | 2002-04-30 | Three dimensional bearing formwork for reinforced concrete |
| CNB2005101146088A Expired - Fee Related CN100427700C (en) | 2002-04-30 | 2002-04-30 | Stereo force bearing shuttering for steel concrete |
| CNB2005101062862A Expired - Fee Related CN1322213C (en) | 2002-04-30 | 2002-04-30 | Solid load-carrying shuttering used for reinforced concrete |
| CNB2005101146105A Expired - Fee Related CN100357545C (en) | 2002-04-30 | 2002-04-30 | Stereo force bearing shuttering for steel concrete |
| CNB200510113008XA Expired - Fee Related CN100427699C (en) | 2002-04-30 | 2002-04-30 | 3D force bearing mould case for steel reinforced concrete |
| CNB2005100989965A Expired - Lifetime CN100400766C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional force-bearing shuttering for steel reinforced concrete |
| CNB2005100989931A Expired - Fee Related CN100393956C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional force-bearing shuttering for steel reinforced concrete |
| CNB2005101061554A Expired - Fee Related CN100458069C (en) | 2002-04-30 | 2002-04-30 | Stereo bearing mould case for steel reinforced concrete |
| CNB2005101066435A Expired - Lifetime CN100501081C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional bearing shuttering for reinforced concrete |
| CNB2005101146389A Expired - Fee Related CN100449081C (en) | 2002-04-30 | 2002-04-30 | Basin shaped component for mould case of steel reinforced concrete |
| CNB200510114403XA Expired - Fee Related CN100357543C (en) | 2002-04-30 | 2002-04-30 | Stereo force bearing shuttering for steel concrete |
| CNB2005101146069A Expired - Fee Related CN100357544C (en) | 2002-04-30 | 2002-04-30 | Stereo force bearing shuttering for steel concrete |
Family Applications Before (30)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2005100989823A Expired - Fee Related CN100501079C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional force-bearing shuttering for steel reinforced concrete |
| CNB2005100989753A Expired - Lifetime CN100434621C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional force-bearing shuttering for steel reinforced concrete |
| CNB2005101143751A Expired - Fee Related CN100467795C (en) | 2002-04-30 | 2002-04-30 | 3D force bearing mould case for steel reinforced concrete |
| CNB2005101147428A Expired - Fee Related CN100564731C (en) | 2002-04-30 | 2002-04-30 | A kind of stereo froce bearing form work for reinforced concrete |
| CNB2005101066454A Expired - Lifetime CN100549332C (en) | 2002-04-30 | 2002-04-30 | A kind of stereo froce bearing form work for reinforced concrete |
| CNB2005100989772A Expired - Lifetime CN100501077C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional force-bearing shuttering for steel reinforced concrete |
| CNB2005101061535A Expired - Fee Related CN100469987C (en) | 2002-04-30 | 2002-04-30 | Stereo bearing mould case for steel reinforced concrete |
| CNB2005101065042A Expired - Fee Related CN100357542C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional force-bearing shuttering for steel reinforced concrete |
| CNB200510106644XA Expired - Fee Related CN100489242C (en) | 2002-04-30 | 2002-04-30 | Stereo bearing shuttering for reinforced concrete |
| CNB2005101144129A Expired - Fee Related CN100362190C (en) | 2002-04-30 | 2002-04-30 | Stereo force bearing shuttering for steel concrete |
| CNB2005101144523A Expired - Fee Related CN100434626C (en) | 2002-04-30 | 2002-04-30 | Three dimensional bearing formwork for reinforced concrete |
| CNB2005101147663A Expired - Fee Related CN100501084C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional bearing shuttering for reinforced concrete |
| CNB2005101143520A Expired - Fee Related CN100476136C (en) | 2002-04-30 | 2002-04-30 | Bottom plate component for formwork of reinforced concrete |
| CNB2005101062985A Expired - Lifetime CN100363571C (en) | 2002-04-30 | 2002-04-30 | Solid load-carrying shuttering used for reinforced concrete |
| CNB2005101143662A Expired - Fee Related CN100445493C (en) | 2002-04-30 | 2002-04-30 | 3D force bearing mould case for steel reinforced concrete |
| CNB2005100989791A Expired - Fee Related CN100501078C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional force-bearing shuttering for steel reinforced concrete |
| CNB2005101065076A Expired - Fee Related CN100501080C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional force-bearing shuttering for steel reinforced concrete |
| CN 02117551 Expired - Lifetime CN1228521C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional load-carrying form for reinforced concrete |
| CNB200510114435XA Expired - Fee Related CN100501082C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional force bearing shuttering for steel concrete |
| CNB2005101146393A Expired - Fee Related CN100449082C (en) | 2002-04-30 | 2002-04-30 | 3D force bearing mould case for steel reinforced concrete |
| CNB2005101143747A Expired - Lifetime CN100535331C (en) | 2002-04-30 | 2002-04-30 | Bottom board component for mould case of steel reinforced concrete |
| CNB2005101143732A Expired - Fee Related CN100467794C (en) | 2002-04-30 | 2002-04-30 | 3D force bearing mould case for steel reinforced concrete |
| CNB2005101066420A Expired - Fee Related CN100535330C (en) | 2002-04-30 | 2002-04-30 | Stereo bearing shuttering for reinforced concrete |
| CNB2005101146016A Expired - Fee Related CN100458070C (en) | 2002-04-30 | 2002-04-30 | Three dimensional bearing formwork for reinforced concrete |
| CNB200510095918XA Expired - Lifetime CN1322212C (en) | 2002-04-30 | 2002-04-30 | Solid load-carrying shuttering used for reinforced concrete |
| CNB2005101146054A Expired - Fee Related CN100400768C (en) | 2002-04-30 | 2002-04-30 | Stereo force bearing shuttering for steel concrete |
| CNB2005101146092A Expired - Fee Related CN100383356C (en) | 2002-04-30 | 2002-04-30 | Stereo force bearing shuttering for steel concrete |
| CNB2005101143639A Expired - Fee Related CN100489243C (en) | 2002-04-30 | 2002-04-30 | Stereoscopic bearing formwork for reinforced concrete |
| CNB2005101144025A Expired - Fee Related CN100434624C (en) | 2002-04-30 | 2002-04-30 | Stereo force bearing shuffering for steel concrete |
| CNB2005101146020A Expired - Fee Related CN100501083C (en) | 2002-04-30 | 2002-04-30 | Three dimensional bearing formwork for reinforced concrete |
Family Applications After (14)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2005101144487A Expired - Lifetime CN100467796C (en) | 2002-04-30 | 2002-04-30 | Three dimensional bearing formwork for reinforced concrete |
| CNB2005101146073A Expired - Fee Related CN100383355C (en) | 2002-04-30 | 2002-04-30 | Stereo force bearing shuttering for steel concrete |
| CNB2005101144491A Expired - Fee Related CN100434625C (en) | 2002-04-30 | 2002-04-30 | Three dimensional bearing formwork for reinforced concrete |
| CNB2005101146088A Expired - Fee Related CN100427700C (en) | 2002-04-30 | 2002-04-30 | Stereo force bearing shuttering for steel concrete |
| CNB2005101062862A Expired - Fee Related CN1322213C (en) | 2002-04-30 | 2002-04-30 | Solid load-carrying shuttering used for reinforced concrete |
| CNB2005101146105A Expired - Fee Related CN100357545C (en) | 2002-04-30 | 2002-04-30 | Stereo force bearing shuttering for steel concrete |
| CNB200510113008XA Expired - Fee Related CN100427699C (en) | 2002-04-30 | 2002-04-30 | 3D force bearing mould case for steel reinforced concrete |
| CNB2005100989965A Expired - Lifetime CN100400766C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional force-bearing shuttering for steel reinforced concrete |
| CNB2005100989931A Expired - Fee Related CN100393956C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional force-bearing shuttering for steel reinforced concrete |
| CNB2005101061554A Expired - Fee Related CN100458069C (en) | 2002-04-30 | 2002-04-30 | Stereo bearing mould case for steel reinforced concrete |
| CNB2005101066435A Expired - Lifetime CN100501081C (en) | 2002-04-30 | 2002-04-30 | Three-dimensional bearing shuttering for reinforced concrete |
| CNB2005101146389A Expired - Fee Related CN100449081C (en) | 2002-04-30 | 2002-04-30 | Basin shaped component for mould case of steel reinforced concrete |
| CNB200510114403XA Expired - Fee Related CN100357543C (en) | 2002-04-30 | 2002-04-30 | Stereo force bearing shuttering for steel concrete |
| CNB2005101146069A Expired - Fee Related CN100357544C (en) | 2002-04-30 | 2002-04-30 | Stereo force bearing shuttering for steel concrete |
Country Status (1)
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|---|---|
| CN (45) | CN100501079C (en) |
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| CN100396873C (en) * | 2003-12-15 | 2008-06-25 | 邱则有 | A shuttering member |
| CN101196022B (en) * | 2004-01-06 | 2010-12-29 | 湖南邱则有专利战略策划有限公司 | Combined reinforced concrete hollow floor |
| CN101200943B (en) * | 2004-01-06 | 2010-12-29 | 湖南邱则有专利战略策划有限公司 | Combined reinforced bar concrete hollow core floor slab |
| CN101200944B (en) * | 2004-01-06 | 2010-10-13 | 邱则有 | Combined reinforced bar concrete hollow core floor slab |
| CN101200946B (en) * | 2004-01-06 | 2011-04-13 | 湖南邱则有专利战略策划有限公司 | Combined reinforced bar concrete hollow core floor slab |
| CN101200942B (en) * | 2004-01-06 | 2010-11-03 | 邱则有 | Combined reinforced bar concrete hollow core floor slab |
| CN101255745B (en) * | 2004-01-06 | 2011-12-21 | 湖南邱则有专利战略策划有限公司 | Combined reinforced concrete hollow floor |
| CN101382001B (en) * | 2004-01-06 | 2012-03-07 | 湖南邱则有专利战略策划有限公司 | Combined reinforced concrete hollow slab |
| CN100366841C (en) * | 2004-05-25 | 2008-02-06 | 邱则有 | Cavity formwork |
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- 2002-04-30 CN CNB2005100989823A patent/CN100501079C/en not_active Expired - Fee Related
- 2002-04-30 CN CNB2005100989753A patent/CN100434621C/en not_active Expired - Lifetime
- 2002-04-30 CN CNB2005101143751A patent/CN100467795C/en not_active Expired - Fee Related
- 2002-04-30 CN CNB2005101147428A patent/CN100564731C/en not_active Expired - Fee Related
- 2002-04-30 CN CNB2005101066454A patent/CN100549332C/en not_active Expired - Lifetime
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