CN101173560A - Building combined template - Google Patents
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- CN101173560A CN101173560A CNA2007101899912A CN200710189991A CN101173560A CN 101173560 A CN101173560 A CN 101173560A CN A2007101899912 A CNA2007101899912 A CN A2007101899912A CN 200710189991 A CN200710189991 A CN 200710189991A CN 101173560 A CN101173560 A CN 101173560A
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Abstract
The invention relates to a building modular mould, comprising a hollow box type end-plate enclosed by four sides. Anyone of the following support structural bodies can be chosen in the hollow box type end-plate: a braced girder type support structural body, a support structural body of a hollow connecting multilateral or a combination, a ring or semi-circle ring connecting support structural body and an ellipse ring or semi-ellipse ring connecting support structural body; or a vertical reinforcing plate of a vertical reinforcement is fixed on the lateral face of the hollow box type end-plate; or two-edge vertical reinforcing plate is fixed on the two side edges of the lateral face of the hollow box type end-plate, and a vertical clamping table is arranged on the two-edge vertical reinforcing plate. The invention has the advantages of good integrity, high strength, stable size, high surface hardness, resistance to abrasion, non-deformation, easy rinsing, displacing wood with plastic, heat and cold resistant, anti aging, high degree of finish, repeated turnover of more than 100 times, secondary processing and utilizing, and long practical service life of over fifteen times more than the rubber blanket.
Description
One, technical field:
The present invention relates to a kind of practical template of building field, particularly relate to a kind of building combined template.
Two, background technology:
Along with the development of Chinese national economy, gang form is more and more important as the status of the main circulation material of building.Yet traditional steel form has been not suitable for the needs of present modern construction engineering because of using inconvenience, heaviness, shortcoming such as yielding, and it only is confined to basic unit's house owed by a citizen construction.Wood glue plate that use amount is bigger or bamboo offset plate, application life is extremely short, makes loaded down with trivial details, the expense of taking a lot of work material, caused a large amount of timber wastes, building costs is increased, the plank fragment after using simultaneously causes environment pollution, iron nail difficulty on the fragment under residual is removed, and hidden danger causes the accident.Present building operations template adopts the plane combined steel template and the big face steel form of " with steel for wood " more, but because steel are in short supply, the template selling at exorbitant prices, the one-time investment expense is bigger, make construction enterprises be difficult to bear, make especially when being assembled into the large scale template, weight restarts hangs difficulty.In addition, the steel form piece is many, and loading and unloading are inconvenient, more can not adapt to the needs of some dry concrete construction.People are always in unremitting pursuing, and study a kind of both simply, nimble, light and handy, with low cost again, and the material of economy and durability replaces wooden form.The patent No. is 02220712.0 engineering plastics construction formwork, adopt engineering plastics to replace traditional wood glue plate and bamboo offset plate, it is little to have proportion, transporting and hoisting is convenient, advantages such as it is light and handy to construct, but this template is a monolithic construction, must bring the inconvenience of construction, simultaneously fixed structure and model must be arranged, so flexibility is not strong.Utility model patent mandate publication number is 200955257 " building template assembly and building combined template " (shown in the accompanying drawing 1) in addition, mould pallet and be the rectangle template that the vertical reinforcement ridge muscle of two parallel panels by therebetween is formed by fixedly connecting, or the band Corner boarding that fixedly forms by an end for the described rectangle templates of approximate 90 degree of angle, has good integrity, higher, the wear-resisting wiping of case hardness, easy cleaning, to mould Dai Mu, heat-resisting cold-resistant, anti-aging, highly polished, can use repeatedly and the secondary operations utilization, physical life is than advantages such as length.But the patented product still exists, and strength deficiency is enough high, size is stable inadequately and the shortcoming of easy deformation, when it bears pressure and further increases, will the situation shown in accompanying drawing 2 or the accompanying drawing 3 occur.
Three, summary of the invention:
The present invention overcomes the deficiency that prior art exists, and designs and produce a kind of building combined template.
Technical scheme:
A kind of building combined template, contain the hollow boxlike end plate that the four sides surrounds, it is characterized in that: in hollow boxlike end plate, the following supporting structure of choosing any one kind of them: truss-like supporting structure, hollow continuous polygon or its integral supporting structure body, annulus or semicircular ring supporting structure, elliptical ring or the semiellipse ring supporting structure that links to each other that links to each other.
The cross section of described hollow boxlike end plate is the hollow rectangle structure, perhaps is two approximate L shaped structures that described hollow rectangle structure is perpendicular.
The end face near normal of described vertical stiffener and hollow boxlike end plate is fixed, and the cross section of described hollow boxlike end plate is a rectangular configuration, perhaps is two L shaped structures that described rectangular configuration is perpendicular.
Described truss-like supporting structure cross section is any following braced structures: triangle combination, right-angled triangle and right-angled trapezium combination, right-angled triangle combination, rectangle combination, trapezoidal combination, triangle and diamond.
Described hollow boxlike end plate does not have the two ends coupling of end face that end socket is installed, and is being provided with the latch that is complementary with described supporting structure on the face of end socket or on two relative faces.
A kind of building combined template, contain the hollow boxlike end plate that the four sides surrounds, in hollow boxlike end plate, the following supporting structure of choosing any one kind of them: truss-like supporting structure, hollow continuous polygon or its integral supporting structure body, annulus or semicircular ring supporting structure, elliptical ring or the semiellipse ring supporting structure that links to each other that links to each other is fixed with vertical stiffener or waling on hollow boxlike end plate one side.
The end face near normal of described vertical stiffener and hollow boxlike end plate is fixed.
The cross section of described hollow boxlike end plate is the hollow rectangle structure, perhaps is two approximate L shaped structures that described hollow rectangle structure is perpendicular.
Described truss-like supporting structure cross section is any following braced structures: triangle combination, right-angled triangle and right-angled trapezium combination, right-angled triangle combination, rectangle combination, trapezoidal combination, triangle and diamond.
Described hollow boxlike end plate does not have the two ends coupling of end face that end socket is installed, and is being provided with the latch that is complementary with described supporting structure on the face of end socket or on two relative faces.
A kind of building combined template, contain the hollow boxlike end plate that the four sides surrounds, in hollow boxlike end plate, the following supporting structure of choosing any one kind of them: truss-like supporting structure, hollow continuous polygon or its integral supporting structure body, annulus or semicircular ring supporting structure, elliptical ring or the semiellipse ring supporting structure that links to each other that links to each other, on the dual-side of hollow boxlike end plate one side, be fixed with the vertical stiffener in both sides, on the vertical stiffener in these both sides, be provided with Ka Tai longitudinally.
A kind of building combined template, contain the hollow boxlike end plate that the four sides surrounds, in hollow boxlike end plate, the following supporting structure of choosing any one kind of them: truss-like supporting structure, hollow continuous polygon or its integral supporting structure body, annulus or the semicircular ring supporting structure that links to each other, elliptical ring or the semiellipse ring supporting structure that links to each other, on the dual-side of hollow boxlike end plate one side, be fixed with the vertical stiffener in both sides, on the vertical stiffener in these both sides, be provided with Ka Tai longitudinally, be fixed with vertical stiffener or waling between the vertical stiffener in described both sides, the vertical stiffener in described both sides, vertically stiffener is all approximately perpendicular to the end face of hollow boxlike end plate.
The cross section of described hollow boxlike end plate is the hollow rectangle structure, perhaps is two approximate L shaped structures that described hollow rectangle structure is perpendicular.
Described hollow boxlike end plate does not have the two ends coupling of end face that end socket is installed, be provided with the latch that is complementary with described supporting structure on first face of envelope or on two relative faces, and on this face, be provided with Ka Tai, vertical consistent connection of card platform on this Ka Tai and the described stiffener.
Described truss-like supporting structure cross section is any following braced structures: triangle combination, right-angled triangle and right-angled trapezium combination, right-angled triangle combination, rectangle combination, trapezoidal combination, triangle and diamond.
The clamping dop is being installed on the Ka Tai of described vertical stiffener or on the end socket Ka Tai, this clamping dop is divided into the inside and outside dop that steps up, wherein step up inner clip head and be divided into two and half symmetrical dops, each half dop is provided with inner card cage and exterior bayonet slot, Ka Tai on two symmetrical dops combination back inner card cages and the described stiffener or the Ka Tai on the end socket installation that is complementary, step up outer dop be provided with inner clip head on the feather key that is complementary of exterior bayonet slot.
Described building combined template adopts PVC hard regrown material, or is engineering plastics, or is the ordinary rigid plastics.
Described building combined template is designed size and model according to actual needs.
Beneficial effect of the present invention:
1, building combined template of the present invention, good integrity, intensity height, dimensionally stable, case hardness height, wear-resisting wiping, indeformable, easy cleaning, every square metre of template shell bears the weight more than 5000 kilograms, can bear various constructions loads.
2, building combined template of the present invention can have heat-resisting cold-resistant, anti-aging, highly polished to mould Dai Mu, can have enough to meet the need repeatedly more than 100 times, temperature accommodation is big, and it is indeformable to construct under-15 ℃ to 50 ℃ temperature conditions, and have preserve moisture summer, the effect of preventing freeze in winter.
3, building combined template of the present invention can adopt PVC hard regenerated plastics, and cost is lower, and the utilization of energy secondary operations is turned waste into wealth, and physical life is long, is more than 15 times of bamboo offset plate.
4, building combined template of the present invention, easy construction, the energy accelerating construction progress, support operation is convenient, do not need processing and fabricating, an assembly forms, and make things convenient for organizing construction, and the demoulding is easy, external form is smooth smooth after the demoulding, can save the expenses of labour and the material of plastering, and reduces the engineering time.
5, building combined template of the present invention, compliance is strong, is suitable for beam form, post mould, the cast-in-place backform of all size, slit between plate and the plate is no more than two millimeters, connect up and down, the plane is easy to connect, solid and reliable, and no matter the room area of virtually any size can be combined into an integral body in construction.
6, building combined template of the present invention is fixed with vertical stiffener or waling on hollow boxlike end plate one side, further increase intensity, hardness and the stability of template, the distortion situation can not occur basically.
Four, description of drawings:
Fig. 1 a is the immediate existing building gang form of a utility model structural representation;
Fig. 1 b is that Fig. 1 a compressive deformation shows one of structure intention;
Fig. 1 c is two of Fig. 1 c compressive deformation structural representation;
Fig. 2 a is one of building combined template structural representation of the present utility model;
Fig. 2 b is the perspective view of Fig. 2 a;
Fig. 3 a is two of a building combined template structural representation of the present utility model;
Fig. 3 b is the perspective view of Fig. 3 a;
Fig. 4 a is three of a building combined template structural representation of the present utility model;
Fig. 4 b is the perspective view of Fig. 4 a;
Fig. 5 a is four of a building combined template structural representation of the present utility model;
Fig. 5 b is the perspective view of Fig. 5 a;
Fig. 6 a is the end enclosure structure schematic diagram that single face has 4 latches;
Fig. 6 b is the plan structure schematic diagram of Fig. 6 a;
Fig. 6 c is the two-sided end enclosure structure schematic diagram that has 4 latches;
Fig. 7 a is the end enclosure structure schematic diagram that single face has 2 latches;
Fig. 7 b is the plan structure schematic diagram of Fig. 7 a;
Fig. 7 c is the two-sided end enclosure structure schematic diagram that has 2 latches;
Fig. 8 a steps up the inner clip head structural representation;
Fig. 8 b is that the B of Fig. 8 a is to structural representation;
Fig. 8 c steps up wild card header structure schematic diagram;
Fig. 8 d is that the C of Fig. 8 c is to structural representation;
Fig. 8 e is inside and outside dop mounting structure schematic diagram;
Fig. 8 f is the A-A cross-sectional view of Fig. 8 d;
Fig. 9 a is the end enclosure structure schematic diagram that single face has 4 latches (having Ka Tai);
Fig. 9 b is the plan structure schematic diagram of Fig. 9 a;
Figure 10 is five of a building combined template structural representation of the present utility model;
Figure 11 is six of a building combined template structural representation of the present utility model;
Figure 12 is seven of a building combined template structural representation of the present utility model;
Figure 13 is eight of a building combined template structural representation of the present utility model;
Figure 14 is nine of a building combined template structural representation of the present utility model;
Figure 15 is the L type end enclosure structure schematic diagram that single face has latch (not having Ka Tai);
Figure 16 is that single face has one of L type end enclosure structure schematic diagram of latch (having Ka Tai);
Figure 17 is two of the single face L type end enclosure structure schematic diagram that has latch (having Ka Tai);
Figure 18 is one of building combined template combined mechanism structural representation of the present utility model;
Figure 19 is two of a building combined template combined mechanism structural representation of the present utility model;
Figure 20 is three of a building combined template combined mechanism structural representation of the present utility model;
Figure 21 is four of a building combined template combined mechanism structural representation of the present utility model;
Figure 22 is five of a building combined template combined mechanism structural representation of the present utility model;
Figure 23 a, 23b, 23c, 23d-Figure 38 a, 38b, 38c, 38d all are structural representations of the different embodiments of building combined template of the present utility model.
Five, specific embodiments:
Embodiment one: referring to Fig. 2 a, Fig. 2 b, Fig. 6 a, Fig. 6 b, Fig. 6 c, Fig. 7 a, Fig. 7 b, Fig. 7 c, Figure 14, Figure 15, Figure 18, a kind of building combined template, contain the hollow boxlike end plate that the four sides surrounds, in hollow boxlike end plate, be fixed with the continuous supporting structure 5 of annulus, the cross section of described hollow boxlike end plate is rectangular configuration 1a (as Fig. 2 a, Fig. 2 b), perhaps is two L shaped structure 1e (as Figure 14) that described rectangular configuration is perpendicular.Above-mentioned two kinds of structures (1a, 1e) are assembled into the needed beam of building and touch combining structure, post and touch combining structure, cast-in-place top combining structure, band turning beam or column combination structure.Can there be the two ends coupling of end face that end socket 12 is installed at described hollow boxlike end plate 1a, 1e simultaneously, on (as Fig. 6 a or Fig. 7 a or Figure 15) on the face of end socket 12 or relative two faces (as Fig. 6 c or Fig. 7 c) be provided with as described in the latch 13 that is complementary of supporting structure, its latch number can be multiple, cooperates according to the actual requirements and install.The girder construction that Figure 18 forms for the building combined template of hollow boxlike end plate 1a.
Embodiment two: referring to Fig. 3 a, Fig. 3 b, Fig. 6 a, Fig. 6 b, Fig. 6 c, Fig. 7 a, Fig. 7 b, Fig. 7 c, Figure 10, Figure 11, Figure 15, Figure 19, Figure 20, a kind of building combined template, contain the hollow boxlike end plate that the four sides surrounds, in hollow boxlike end plate, be fixed with the continuous supporting structure 5 of annulus, be fixed with vertical stiffener or waling on hollow boxlike end plate one side, the end face near normal of this vertical stiffener and hollow boxlike end plate is fixed.The cross section of described hollow boxlike end plate is rectangular configuration 1b (as Fig. 3 a, Fig. 3 b), perhaps is two L shaped structure 1f (as Figure 10), 1g (as Figure 11) that described rectangular configuration is perpendicular.Above-mentioned each all structure (1b, 1f, 1g) is assembled into the needed beam of building and touches combining structure, post and touch combining structure, cast-in-place top combining structure, band turning beam or column combination structure.Can there be the two ends coupling of end face that end socket 12 is installed at described hollow boxlike end plate 1b, 1f, 1g simultaneously, on (as Fig. 6 a or Fig. 7 a or Figure 15) on the face of end socket 12 or relative two faces (as Fig. 6 c or Fig. 7 c) be provided with as described in the latch 13 that is complementary of supporting structure, its latch number can be multiple, cooperates according to the actual requirements and install.Figure 19, Figure 20 are respectively the rod structure that the building combined template of hollow boxlike end plate 1b, 1i forms and the beam or the rod structure at band turning.
Embodiment three, embodiment four: referring to Fig. 4 a, Fig. 4 b, Fig. 5 a, Fig. 5 b, Fig. 6 a, Fig. 6 b, Fig. 6 c, Fig. 7 a, Fig. 7 b, Fig. 7 c, Fig. 8 a, Fig. 8 b, Fig. 8 c, Fig. 8 d, Fig. 8 e, Fig. 8 f, Fig. 9 a, Fig. 9 b, Figure 12, Figure 13, Figure 16, Figure 17, Figure 21, Figure 22, a kind of building combined template, contain the hollow boxlike end plate that the four sides surrounds, in hollow boxlike end plate, be fixed with the continuous supporting structure 5 of annulus, on the dual-side of hollow boxlike end plate one side, be fixed with the vertical stiffener 8 in both sides, be provided with on the vertical stiffener 8 in these both sides and block platform 7 longitudinally, vertical stiffener 8 in described both sides and hollow boxlike end plate 1d are (as Fig. 5 a, end face near normal 5b) is fixed (embodiment four).
Perhaps be fixed with vertical stiffener 9 or waling between the vertical stiffener in both sides simultaneously, the vertical stiffener 8 in described both sides, vertically stiffener 9 is all approximately perpendicular to the end face (embodiment three) of hollow boxlike end plate 1c (as Fig. 4 a, 4b).
The cross section of described hollow boxlike end plate is rectangular configuration 1c or 1d, perhaps is two L shaped structure 1h (as Figure 12), 1i (as Figure 13) that described rectangular configuration is perpendicular.Described hollow boxlike end plate 1c, 1d, 1h, 1i do not have the two ends coupling of end face that end socket 12 is installed, on (as Fig. 6 a, Fig. 7 a, Fig. 9 a, Fig. 9 b, Figure 16, Figure 17) on the face of end socket 12 or relative two faces, be provided with as described in the latch 13 that is complementary of supporting structure, its latch number can be multiple, cooperates according to the actual requirements and install.End socket 12 has the face of latch 13 to be provided with end socket card platform 17,7 consistent connections of vertical card platform on this end socket card platform 17 and the described stiffener.
On the Ka Tai of described vertical stiffener 7 or end socket card platform 17 on be equipped with and clamp dop 11, this clamping dop is divided into the inside and outside dop 14,16 that steps up, wherein step up inner clip head 14 and be divided into two and half symmetrical dops, each half dop is provided with inner card cage and exterior bayonet slot, the installation that is complementary of card platform 7 on two symmetrical dops combination back inner card cages and the described stiffener or the card platform 17 on the end socket, step up outer dop 16 be provided with inner clip head 14 on the feather key that is complementary of exterior bayonet slot.
The building combined template of this embodiment adopts PVC hard regrown material, or is engineering plastics, or is the ordinary rigid plastics.Gang form is designed size and model according to actual needs.
Embodiment five, embodiment six, embodiment seven, embodiment eight: respectively referring to Figure 23 a, Figure 23 b, Figure 23 c, Figure 23 d, number identical or consistent with embodiment one, two, three, four, content is identical, something in common does not repeat, and difference is to increase in the continuous supporting structure of fixing in hollow boxlike end plate 5 of annulus at least one horizontal stiffener or horizontal reinforcing rib are arranged.
Embodiment nine, embodiment ten, embodiment 11, embodiment 12: respectively referring to Figure 24 a, Figure 24 b, Figure 24 c, Figure 24 d, number identical or consistent with embodiment one, two, three, four, content is identical, something in common does not repeat, and difference is that tangent place of each annulus or the circle diameter place in the continuous supporting structure of fixing in hollow boxlike end plate 5 of annulus increases horizontal stiffener or the horizontal reinforcing rib that some is arranged.
Embodiment 13 (Figure 25 a), embodiment 14 (Figure 25 b), embodiment 15 (Figure 25 c), embodiment 16 (Figure 25 d), number identical or consistent with embodiment one, two, three, four, content is identical, something in common does not repeat, and difference is to be fixed with annulus or the continuous supporting structure 6 of semicircular ring in hollow boxlike end plate.
Embodiment 17 (Figure 27 a), embodiment 18 (Figure 27 b), embodiment 19 (Figure 27 c), embodiment 20 (Figure 27 d): number identical or consistent with embodiment one, two, three, four, content is identical, something in common does not repeat, and difference is fixingly in hollow boxlike end plate to be truss-like supporting structure 2.Truss fixing among the hollow boxlike end plate 1a of Figure 27 a, Figure 27 b, Figure 27 c, Figure 27 d is the isosceles triangle combining structure, be fixed with vertical stiffener 8,9 or waling on hollow boxlike end plate 1b one side of Figure 27 b, this vertical stiffener 8 is fixed on both sides, hollow boxlike end plate 1b one side, and vertically stiffener 9 is fixed on the junction of truss and hollow boxlike end plate 1b.Be fixed with the vertical stiffener 8 in both sides on the dual-side of hollow boxlike end plate 1c one side of Figure 27 c, on the vertical stiffener 8 in these both sides, be provided with and block platform 7 longitudinally, be fixed with vertical stiffener 9 or waling between the vertical stiffener 8 in described both sides, vertically stiffener 9 is fixed on the junction of truss and hollow boxlike end plate 1c, and the vertical stiffener 8 in described both sides, vertical stiffener 9 are all approximately perpendicular to the end face of hollow boxlike end plate 1c.Only be fixed with the vertical stiffener in both sides on the dual-side of hollow boxlike end plate 1d one side of Figure 27 d, vertically stiffener 9 be fixed on truss and hollow boxlike end plate 1d the junction and with hollow boxlike end plate 1d lateral vertical, on the vertical stiffener in these both sides, be provided with Ka Tai longitudinally.
(Figure 26 a) for embodiment 21, embodiment 22 (Figure 26 b), embodiment 23 (Figure 26 c), embodiment 24 (Figure 26 d), (Figure 28 a) for embodiment 25, embodiment 26 (Figure 28 b), embodiment 27 (Figure 28 c), embodiment 28 (Figure 28 d), (Figure 29 a) for embodiment 29, embodiment 30 (Figure 29 b), embodiment 31 (Figure 29 c), embodiment 32 (Figure 29 d), (Figure 30 a) for embodiment 33, embodiment 34 (Figure 30 b), embodiment 35 (Figure 30 c), embodiment 36 (Figure 30 d), (Figure 31 a) for embodiment 37, embodiment 38 (Figure 31 b), embodiment 39 (Figure 31 c), embodiment 40 (Figure 31 d), (Figure 32 a) for embodiment 41, embodiment 42 (Figure 32 b), embodiment 43 (Figure 32 c), embodiment 44 (Figure 32 d): numbering and embodiment 17,18,19,20 is identical or consistent, content is identical, something in common does not repeat, and difference is: Figure 26 a, Figure 26 b, Figure 26 c, Figure 26 d is right-angled triangle and isosceles trapezoid combination for the cross section at the fixing truss-like supporting structure 2 of hollow boxlike end plate; Figure 28 a, Figure 28 b, Figure 28 c, Figure 28 d are right-angled triangle and right-angled trapezium combination for the cross section at the fixing truss-like supporting structure 2 of hollow boxlike end plate; Figure 29 a, Figure 29 b, Figure 29 c, Figure 29 d are the isosceles triangle combination for the cross section at the fixing truss-like supporting structure 2 of hollow boxlike end plate; Figure 30 a, Figure 30 b, Figure 30 c, Figure 30 d are right-angled triangle and right-angled trapezium combination for the cross section at the fixing truss-like supporting structure 2 of hollow boxlike end plate; Figure 31 a, Figure 31 b, Figure 31 c, Figure 31 d are the rectangle combination for the cross section at the fixing truss-like supporting structure 2 of hollow boxlike end plate; Figure 32 a, Figure 32 b, Figure 32 c, Figure 32 d are the isosceles trapezoid combination for the cross section at the fixing truss-like supporting structure 2 of hollow boxlike end plate.
Embodiment 45 (Figure 33 a), embodiment 46 (Figure 33 b), embodiment 47 (Figure 33 c), embodiment 48 (Figure 33 d), number identical or consistent with embodiment one, two, three, four, content is identical, something in common does not repeat, difference is to be fixed with hollow continuous polygon supporting structure 3 in hollow boxlike end plate, and the cross section that perhaps can be considered at the fixing truss-like supporting structure 2 of hollow boxlike end plate is isosceles triangle and diamond.
(Figure 34 a) for embodiment 49, embodiment 50 (Figure 34 b), embodiment 51 (Figure 34 c), embodiment 52 (Figure 34 d), (Figure 35 a) for embodiment 53, embodiment 54 (Figure 35 b), embodiment 55 (Figure 35 c), embodiment 56 (Figure 35 d), (Figure 36 a) for embodiment 57, embodiment 58 (Figure 36 b), embodiment 59 (Figure 36 c), embodiment 60 (Figure 36 d), (Figure 37 a) for embodiment 61, embodiment 62 (Figure 37 b), embodiment 63 (Figure 37 c), embodiment 64 (Figure 37 d), (Figure 38 a) for embodiment 65, embodiment 66 (Figure 38 b), embodiment 67 (Figure 38 c), embodiment 68 (Figure 38 d), numbering and embodiment one, two, three, four is identical or consistent, content is identical, something in common does not repeat, and difference is to be fixed with hollow continuous polygon integral supporting structure body in hollow boxlike end plate.The cross section that Figure 34 a, Figure 34 b, Figure 34 c, Figure 34 d also can be considered for the truss-like supporting structure of fixing at hollow boxlike end plate 2 is the isosceles triangle combination.
Claims (10)
1. building combined template, contain the hollow boxlike end plate that the four sides surrounds, it is characterized in that: in hollow boxlike end plate, the following supporting structure of choosing any one kind of them: truss-like supporting structure, hollow continuous polygon or its integral supporting structure body, annulus or semicircular ring supporting structure, elliptical ring or the semiellipse ring supporting structure that links to each other that links to each other.
2. building combined template according to claim 1 is characterized in that: the cross section of described hollow boxlike end plate is the hollow rectangle structure, perhaps is two approximate L shaped structures that described hollow rectangle structure is perpendicular.
3. building combined template according to claim 1 is characterized in that: described truss-like supporting structure cross section is any following braced structures: triangle combination, right-angled triangle and right-angled trapezium combination, right-angled triangle combination, rectangle combination, trapezoidal combination, triangle and diamond.
4. building combined template, contain the hollow boxlike end plate that the four sides surrounds, it is characterized in that: in hollow boxlike end plate, the following supporting structure of choosing any one kind of them: truss-like supporting structure, hollow continuous polygon or its integral supporting structure body, annulus or semicircular ring supporting structure, elliptical ring or the semiellipse ring supporting structure that links to each other that links to each other is fixed with vertical stiffener or waling on hollow boxlike end plate one side.
5. building combined template according to claim 4, it is characterized in that: the end face near normal of described vertical stiffener and hollow boxlike end plate is fixed, the cross section of described hollow boxlike end plate is the hollow rectangle structure, perhaps is two approximate L shaped structures that described hollow rectangle structure is perpendicular.
6. building combined template according to claim 4 is characterized in that: described truss-like supporting structure cross section is any following braced structures: triangle combination, right-angled triangle and right-angled trapezium combination, right-angled triangle combination, rectangle combination, trapezoidal combination, triangle and diamond.
7. building combined template, contain the hollow boxlike end plate that the four sides surrounds, it is characterized in that: in hollow boxlike end plate, the following supporting structure of choosing any one kind of them: truss-like supporting structure, hollow continuous polygon or its integral supporting structure body, annulus or semicircular ring supporting structure, elliptical ring or the semiellipse ring supporting structure that links to each other that links to each other, on the dual-side of hollow boxlike end plate one side, be fixed with the vertical stiffener in both sides, on the vertical stiffener in these both sides, be provided with Ka Tai longitudinally.
8. building combined template according to claim 7 is characterized in that: be fixed with vertical stiffener or waling between the vertical stiffener in described both sides, the vertical stiffener in described both sides, vertically stiffener is all approximately perpendicular to the end face of hollow boxlike end plate.
9. building combined template according to claim 7 is characterized in that: the cross section of described hollow boxlike end plate is the hollow rectangle structure, perhaps is two approximate L shaped structures that described hollow rectangle structure is perpendicular.
10. building combined template according to claim 7 is characterized in that: described truss-like supporting structure cross section is any following braced structures: triangle combination, right-angled triangle and right-angled trapezium combination, right-angled triangle combination, rectangle combination, trapezoidal combination, triangle and diamond.
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| CNA2007101899912A CN101173560A (en) | 2007-11-15 | 2007-11-15 | Building combined template |
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| CNA2007101899912A CN101173560A (en) | 2007-11-15 | 2007-11-15 | Building combined template |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101787794A (en) * | 2010-03-04 | 2010-07-28 | 焦作市柏林建筑模板有限公司 | Building template and building combined template suitable for quick assembly |
| CN102364003A (en) * | 2011-10-27 | 2012-02-29 | 张锦 | Lightweight multi-layer plastic building template |
| CN103912115A (en) * | 2012-12-31 | 2014-07-09 | 王淼 | Building template |
| CN103924780A (en) * | 2014-04-04 | 2014-07-16 | 华浚塑料建材有限公司 | PVC (polyvinyl chloride) plate for building walls |
| CN104818799A (en) * | 2015-04-29 | 2015-08-05 | 东南大学 | Annular web girder and preparation method thereof |
| CN107386630A (en) * | 2017-07-17 | 2017-11-24 | 浙江宝杰环保科技有限公司 | A kind of casement adjustable concrete template |
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- 2007-11-15 CN CNA2007101899912A patent/CN101173560A/en active Pending
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101787794A (en) * | 2010-03-04 | 2010-07-28 | 焦作市柏林建筑模板有限公司 | Building template and building combined template suitable for quick assembly |
| CN102364003A (en) * | 2011-10-27 | 2012-02-29 | 张锦 | Lightweight multi-layer plastic building template |
| CN103912115A (en) * | 2012-12-31 | 2014-07-09 | 王淼 | Building template |
| CN103924780A (en) * | 2014-04-04 | 2014-07-16 | 华浚塑料建材有限公司 | PVC (polyvinyl chloride) plate for building walls |
| CN104818799A (en) * | 2015-04-29 | 2015-08-05 | 东南大学 | Annular web girder and preparation method thereof |
| CN107386630A (en) * | 2017-07-17 | 2017-11-24 | 浙江宝杰环保科技有限公司 | A kind of casement adjustable concrete template |
| CN107386630B (en) * | 2017-07-17 | 2019-09-03 | 浙江宝杰环保科技有限公司 | A kind of casement adjustable concrete template |
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