CN2045409U - Beam board combined type big shuttering - Google Patents
Beam board combined type big shuttering Download PDFInfo
- Publication number
- CN2045409U CN2045409U CN 89204574 CN89204574U CN2045409U CN 2045409 U CN2045409 U CN 2045409U CN 89204574 CN89204574 CN 89204574 CN 89204574 U CN89204574 U CN 89204574U CN 2045409 U CN2045409 U CN 2045409U
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- steel
- purlin
- combined type
- enclose
- plate
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Abstract
The utility model relates to a beam board combined type big mould used for casting concrete, which is combined and assembled by plywood surface, steel and wood combined type beams and pen purlins. When the beam board combined type big mould is used, the steel and wood combined beams and pen purlins are combined and assembled together by beam clips, the plywood surface is fixed to the steel and wood combined type beams by self-threading screws. The connection and extension between moulds utilize the combination of the pen purlins, the prismatic holes of pen purlin connection boards and flat taper pins. The beam board combined type big mould utilizes and develops the physical and mechanical properties of steel and wood thoroughly and rationally. The utility model has the advantages of simple structure, arbitrary assembly and disassembly, no limit of the number of moulds, easy maintenance, and no insulation treatment in winter construction.
Description
The utility model belongs to the concrete structure engineering template.
In engineering construction, the used template kind of cast-in-situ concrete construction is a lot, except the gang form of small-sized (fritter), and large-scale in addition (bulk) template, as large steel moulding plate, steel wood combination large form etc.Mainly by steel plate and the moulding of shaped steel rivet welding, because of this template strength height, rigidity is big for large form, and surface finish is good, and piece is big and plate face seam is few, and the number of turnover is many, and long service life so once be subjected to the welcome of unit in charge of construction very much.But it exists weight big mutually with celebrating, props up, takies crane gear often when tearing open and having bad luck, and the time is long; The template typing, versatility is poor, be difficult to adapt to the architectural image that makes rapid progress, and winter construction must be taked the insulation measure; When damaged template, be difficult for repairing,, support its beam and enclose purlin then standing intact, but, have to discard simultaneously because of monoblock template welding typing because of damaged template is plate surface wear or torsional deformation often; In addition, the price of steel product that rises steadily also makes people forbidding.Steel wood combination large form adopts veneer to make the plate face, and directly the beam of gripper shoe face adopts special wooden H-beam or timber truss beam, and the purlin that encloses of brace summer is the U-steel member.This template has large steel moulding plate advantage can't be obtained, so it is rather well received on world's construction market, but have tangible weakness simultaneously again: the beam that adopts timber to make is short application life, the number of turnover is few, particularly apply, by national power and state basic policy are not allowed in the countries and regions of timber resources famine.Also there is the aluminium alloys of employing to make beam in the U.S. and Britain,, on beam, also inlayed wood lath, saved timber, improved the life-span, but expensive aluminum alloy materials is not dared to inquire the people in order to fix with veneer plate face.
The purpose of this utility model is that design a kind ofly can fully, reasonably utilize and bring into play steel, timber physics separately, the beam slab combined type large form of mechanical property, makes its composite assembly arbitrarily,, tear open conveniently, it is easy to upgrade maintenance.
Beam slab combined type large form of the present utility model is by veneer plate face 1, steel clark beam 2 and encloses purlin 3 composite assemblies and form.Plate face 1 can be veneer (comprising bamboo plywood), plank and plastic plate; Steel clark beam 2 is key members of the present utility model, and it is formed by connecting by some bolt by shaped steel and flitch; Have plurality of holes on the shaped steel web of steel clark beam and the edge of a wing, be used for the installation of beam card 4, template operation platform, connection spreading and lifting between the beam; Beam card 4 is made up of the trip 7 of two pairs of symmetries and a connecting rod 8, bolt 9 and nut 10, and the root of bolt is the square-section, the Kong Weiju rectangular opening on the trip that is mated; The purlin 3 that encloses of brace summer adopts section steel manufacture, has some rib types hole on the web at its two ends, is used to enclose the spreading of purlin and the connection between the template; Enclosing purlin junction plate 5 is welded by dividing plate by two square templates, have on it with enclose purlin on identical rib type hole, be inserted into during connection in the middle of the shaped steel that needs two of connection to enclose purlin, beat as going into flat taper pin 6 with hand hammer again, flat taper pin cooperates tight more with rib type hole, slit between its template is just more little, tight more, and the spreading that encloses purlin is also just reliable more.
The course of work of the present utility model is, at first will enclose purlin 3 and steel clark beam 2 is combined with beam card 4, and then with tapping screw plywood facing 1 is fixed on and is combined into a template on the steel clark beam 2, the center to center distance of steel clark beam is generally 〉=and 0.3 meter, the center to center distance of enclosing purlin is 〉=1 meter, two with the connection between the cope match-plate pattern and combination as long as be connected and enclose purlin.The utility model one-tenth flat formwork capable of being combined such as Fig. 6, Angle formwork such as Fig. 7, the flat formwork that has Angle formwork such as Fig. 8 and column template such as Fig. 9, the variation that also can utilize the good flexible of veneer and enclose the purlin shape is made up the arc formwork of various curvature to satisfy the moulding of various concrete structures and architectural image.
Advantage of the present utility model is: fully, reasonably utilizes and brought into play the physical and mechanical property of steel, timber,, upgrade maintenance and be very easy to when as after the veneer wear-out failure of plate face, and beam and enclose purlin and also can continue to use; After if the flitch in the steel clark beam damages, change and get final product, and shaped steel wherein not can with the flitch desynchronize; Member is few, and composite assembly is simple, realizes industrialization, standardized production and commercialized supply easily; The template that can arbitrary combination be assembled into different shape, size do not have " modulus " restriction, both can do the common templates of concrete cast-in-situ, can make creeping formwork again, fly mould, the template in the dedicated templates such as well mould, tunnel mould, can also be as the template of prefabricated units; , form removal is easy, the winter construction template need not done insulation and handle.
The utility model will be further described below in conjunction with drawings and Examples.
Fig. 1 is the phantom drawing of beam slab combined type large form of the present utility model
Fig. 2 is that the A of Fig. 1 is to view
Fig. 3 is that the B of Fig. 1 is to view
Fig. 4 is the purlin spreading schematic diagram that encloses of the present utility model
Fig. 5 is the structure chart that encloses the purlin junction plate
Fig. 6 is the flat formwork of the utility model combination
Fig. 7 is the Angle formwork of the utility model combination
Fig. 8 is the flat formwork that has Angle formwork of the utility model combination
Fig. 9 is the column template of the utility model combination
As can be seen, the plate face 1 of beam slab combined type large form of the present utility model adopts veneer, is fixed on by tapping screw on the flitch of steel clark beam; Flitch in the steel clark beam 2, cross section are 40 * 60mm, and the flitch surface scribbles water-repellent paint, shaped steel be 8, have hole on the edge of a wing and the web, be used for fixing flitch, beam card, the spreading between lifting and the Liang Yuliang connects; Enclosing purlin 3 and be 2 [ is welded with in the middle of 10 the channel-section steel, channel-section steel and makes its stable junction plate 11,12, enclose on the web at purlin two ends and have 8 prismatic holes, pitch-row 15mm; Enclose purlin junction plate 5 and be the A of 6mm for two boards is thick
2Steel, two plates weld together by dividing plate, establish dividing plate every two holes, enclose have in the purlin junction plate with enclose the purlin web on identical prismatic hole, pitch-row is the twice of enclosing prismatic pitch-row on the purlin web, when the polylith template connects, to enclose 5 insertions of purlin junction plate encloses between the channel-section steel of purlin 3, squeeze into flat taper pin 6 again, it is tight that template is connected, and encloses purlin and connect reliable; Beam card 4 is fixedly to enclose purlin 3 and steel clark beam 2, form by the bolt 9 that trip 7, connecting rod 8 and the root of two symmetries are rectangular, trip is the steel plate of two L types, end horizontal leaves the rectangular opening identical with the bolt root cross section on it, connecting rod is a reinforcing bar or steel pipe, bolt is by the rectangular opening on the trip, it is fixing by nut 10 to pass connecting rod 8, and connecting rod 8 passes and encloses the purlin web and make the beam card in pairs, fixedly encloses purlin.
Claims (2)
1, a kind of by plate face, brace summer with enclose the beam slab combined type large form that purlin is formed, it is characterized in that: brace summer is bolted to connection by flitch and shaped steel and forms, have on the web of shaped steel and the edge of a wing and be used for fixing flitch, beam card, the hole of connection spreading between lifting and the Liang Yuliang; Enclosing purlin is to be welded by connecting steel plate by the dimorphism steel, has the prismatic hole on the web at two ends; Fixed support beam and the beam card that encloses purlin are made up of trip, connecting rod, bolt and nut, enclose the purlin junction plate and are welded by dividing plate by two rectangular steel plates, have on it with enclose the purlin web on identical prismatic hole; Fixedly enclose the purlin junction plate and adopt flat taper pin.
2, beam slab combined type large form as claimed in claim 1 is characterized in that: the trip of beam card is two L shaped steel plates, end horizontal, leave the rectangular opening identical on it with the bolt root cross section, connecting rod is a reinforcing bar or steel pipe, and the root section of bolt is a rectangle, and nut is a plain nut.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 89204574 CN2045409U (en) | 1989-04-18 | 1989-04-18 | Beam board combined type big shuttering |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 89204574 CN2045409U (en) | 1989-04-18 | 1989-04-18 | Beam board combined type big shuttering |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2045409U true CN2045409U (en) | 1989-10-04 |
Family
ID=4861899
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 89204574 Withdrawn CN2045409U (en) | 1989-04-18 | 1989-04-18 | Beam board combined type big shuttering |
Country Status (1)
Country | Link |
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CN (1) | CN2045409U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1991109B (en) * | 2005-12-30 | 2010-10-13 | 上海宝冶建设有限公司 | Process of assembling plywood template |
CN104278632A (en) * | 2013-07-09 | 2015-01-14 | 宏润建设集团股份有限公司 | Bridge main tower creeping formwork and manufacturing method thereof |
-
1989
- 1989-04-18 CN CN 89204574 patent/CN2045409U/en not_active Withdrawn
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1991109B (en) * | 2005-12-30 | 2010-10-13 | 上海宝冶建设有限公司 | Process of assembling plywood template |
CN104278632A (en) * | 2013-07-09 | 2015-01-14 | 宏润建设集团股份有限公司 | Bridge main tower creeping formwork and manufacturing method thereof |
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Legal Events
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C06 | Publication | ||
PB01 | Publication | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |