CN2043645U - Multifunctional adjustable beam form without support - Google Patents
Multifunctional adjustable beam form without support Download PDFInfo
- Publication number
- CN2043645U CN2043645U CN 88212510 CN88212510U CN2043645U CN 2043645 U CN2043645 U CN 2043645U CN 88212510 CN88212510 CN 88212510 CN 88212510 U CN88212510 U CN 88212510U CN 2043645 U CN2043645 U CN 2043645U
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- China
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- beam form
- form device
- width adjusting
- groove
- steel truss
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Abstract
The utility model relates to a multifunctional adjustable beam form device without support for construction, which is composed of a steel truss, a width adjusting base, a width adjusting frame, a supporting base and an arching adjusting fixing frame, and each component is connected by bolts. The utility model is suitable for different lengths, widths and arching heights of various beams, and can adjust the elevation dimension. The utility model has the advantages of simple structure, easy fabrication, convenient assembly and disassembly, safe use, low cost, wide application range, long service life, lumber saving, steel saving, high work efficiency, low labor intensity and repeated use of the beam form device, and is a beam form device which is appropriate for various building enterprises to pour beams on-site.
Description
A kind of walking beam die device for building.
Current construction work, steel concrete in building structure in the highest flight.Though steel concrete is a kind of good constructional materials, before component forming, all must the installing template.Cast-in-situ concrete member particularly, the dress mold materials that needs is quite a lot of.Traditional mold method is big especially with the timber ratio that supports, a tree, used in making timber for boats wood accounts for especially.Add up according to investigations: support the timber consumption about 70% that a tree, used in making timber for boats wood generally accounts for concrete work; The required support a tree, used in making timber for boats wood of installing cast-in-situ concrete beam form then accounts for dress mould timber consumption more than 70%, and the turnover utilization rate is low, utilizes number of times few, and loss is quite big.And it is also many that the built formwork consumes man-hour.
In recent years, replace wood to support, need equally to consume great deal of steel though there is part building enterprise to adopt steel to support successively, and very uneconomical, increased construction costs.At at present China's timber and steel is very non-remunerative under the situation of famine all.
The purpose of this utility model provides a kind of support and a tree, used in making timber for boats wood of not needing, and length, width, springing height, setting height(from bottom) all can be adjusted arbitrarily, are applicable to the multi-functional beam form device of various cast-in-situ concrete beams.
Task of the present utility model is finished with the following methods:
By having steel truss (1), the width adjusting seat (13) that has adjustment groove (14) of adjusting groove (3), bearing (16) formation that has the width adjusting frame (10) of adjusting groove (11) and have base (18), adjusting screw(rod) (26), top board (19) to form, pass to adjust groove (3) and adjust groove (14) with securing member (17) width adjusting seat (13) is connected in steel truss (1) side, pass adjustment groove (3) and adjustment groove (11) is connected in width adjusting frame (10) on the width adjusting seat (13) with securing member (17).Steel truss (1) quantity has one or more, and adjustment groove (3) quantity on the steel truss (1) has 2 or a plurality of.Width adjusting seat (13) quantity has 2 or a plurality of, and adjustment groove (14) quantity on the width adjusting seat (13) has 2 or a plurality of.Width adjusting frame (10) quantity has 2 or a plurality of, and adjustment groove (11) quantity on the width adjusting frame (10) has one or more.2 bearings (16) are arranged.In the beam form device of long-span beams, there is the arch camber of forming by the fixed mount (5) that has two holes (32), arch camber screw rod (6), turning handle (7), roof liner (8) and nut (9) to regulate fixed mount (4).Securing member (17) is the pin of bolt or tight device with lock.
Fig. 1 is the elevation that does not have support adjustable multifunctional beam form device.
Fig. 2 is a vertical view of the present utility model.
Fig. 3 is a lateral view of the present utility model.
Fig. 4 is a bearing A-A sectional view.
Fig. 5 is the bearing vertical view.
Fig. 6 is the loop bar elevation.
Fig. 7 is that the fixed mount elevation is regulated in arch camber.
Fig. 8 is a width adjusting frame elevation.
Fig. 9 is a width adjusting frame vertical view.
Figure 10 is a width adjusting frame lateral view.
Figure 11 is a width adjusting seat elevation.
Figure 12 is a width adjusting seat vertical view.
Figure 13 is a width adjusting seat lateral view.
Below in conjunction with accompanying drawing the utility model is described in further detail: steel truss (1) is made truss-like by angle steel (or channel-section steel), and it is in aggregates that its both sides are symmetrically welded contact by fixed cross beam (2).Present embodiment system is used for the beam form device of long-span beams, three steel trusss (1) is arranged and use two arch cambers to regulate fixed mount (4), in the beam form device of little span, needn't adopt arch camber to regulate fixed mount (4).When adopting arch camber to regulate fixed mount (4), in order to the steel truss (1) of supporting binding arch camber screw rod (6), its sagitta size can strengthen, and the fixed cross beam on its both sides (2) is changed into bolt (17) by the welding contact and connecting.Every side has three and adjusts groove (3) about steel truss (1).Adjacent two steel trusss (1) pass the fastening connection of adjustment groove (3) of driveing separately in the side with bolt (17).One end of steel truss (1) has four holes (30), connects with bearing (16) by countersunk head screw (31).The fixed mount (5) that arch camber is regulated on the fixed mount (4) is drilled with two holes (32), passing hole (32) with bolt (17) connects arch camber fixed mount (4) with the corresponding adjustment groove of steel truss (1) (3) with steel truss (1), arch camber has an arch camber screw rod (6) that has turning handle (7) in the middle of regulating fixed mount (4), screw thread is all arranged at its both ends and nut (9) is installed, arch camber screw rod one end screws in the fixed mount (5), steel truss (1) in the middle of the other end passes is gone up the plane and is adjusted groove (3), roof liner (8) is close to steel truss (1), and fastening with nut (9).The plane of width adjusting frame (10) has adjusts groove (11), and the side has elongated slot (12).The last plane of width adjusting seat (13) has adjusts groove (14), in order to regulate the width dimensions of beam, the end has strip connection holes (29), and the adjustment groove (3) that passes connection holes (29) and steel truss (1) with bolt (17) position on demand connects width adjusting seat (13) and steel truss (1).Pass with bolt (17) and to adjust groove (11) and adjustment groove (14) is bound up on width adjusting frame (10) on the width adjusting seat (13).Bearing (16) has base (18), top board (19), four to connect screw (20), lining (21), rolling bearing (22), steel ball (23), spring (24), adjustment screw (25), height adjusting screw(rod) (26), four loop bar bar holes (27), oil filler point (42).Be provided with special-purpose loop bar (29) in order to rotate adjusting screw(rod) (26), its diameter dimension and loop bar bar hole (27) adapt.Also other steel pole of adapting of useful size replaces loop bar (29).
In use,, respectively three steel trusss (1) are connected, give fixed length by the size of beam and fix with bolt (17) according to its design feature.Correct position in steel truss (1), with the side of bolt (17) fixed width adjustment seat (13) in steel truss (1), according to the width dimensions correspondence of beam width adjusting frame (23) is fixed on the width adjusting seat (13), simultaneously arch camber being regulated two holes (32) of fixed mount (4) passes with bolt (17), and the corresponding adjustment groove (3) by steel truss (1) is fixed on corresponding two steel trusss (1), arch camber screw rod (6) one ends are packed on the fixed mount (5), the other end passes steel truss (1) and adjusts groove (3) accordingly fixed mount (5) is connect mutually with corresponding steel truss (1), mounted two bearings (16) are placed in respectively on the pillar or body of wall that waters beam, the beam form device both ends that assembled are hung on two bearings (16), and pass hole (13) and screw (20) is separately fixed at beam form device two ends on the support (16) with countersunk head screw (31).In the beam form device, put template (can be plank or steel plate), and press beam working drawing dimensional requirement, adjust arch camber and regulate fixed mount (4), springing height is mixed up, suitably adjust support height simultaneously, to guarantee the elevation dimension of beam.At this moment can place reinforcing bar and pour into concrete.
When form removal, earlier hang the beam form device, loop bar (29) is inserted in the bar hole (27) of bearing (16), rotate loop bar (29) with hanging facility, top board (19) and adjusting screw(rod) (26) are reduced, separate with the bottom of concrete beam until the last plane of beam form device.Loosen the respective bolt (17) of steel truss (1) and the bolt (17) that fixed mount (4) is regulated in arch camber, the steel truss (1) at two ends moved to the steel truss (1) of centre respectively break away from supporting-point fully, and have abundant leeway can unload the beam form device until bearing (16).Can be segmentation or two kinds of whole method for dismounting.
Not having support adjustable multifunctional beam form device can be that length is 3 to 4 meters, 4 to 6 meters, 6 to 8 meters, 8 to 12 meters and longer plurality of specifications such as size.According to the dimensions length of beam can be only with the beam form device of or two steel trusss (1) or a plurality of steel truss (1) and a plurality of arch camber adjusting fixed mount (4).According to the length dimension and the weight of beam, bearing (16) is general only with two, and special circumstances can be with a plurality of.The beam form device of all lengths specification, its width all can be adjusted arbitrarily in 12 centimetres to 50 centimetres.
In order to make the tumbler on the bearing (16) flexible, steady, light and handy, rolling bearing (22) is housed on screw rod (26), in order to prevent that lining (21) and screw rod (26) from causing swing greatly because of fit clearance, in the lining (21) and the contact position of screw rod (26) steel ball (23) and spring (24) are housed, adjustment screw (25), and on base (18), being provided with oil filler point (28), it makes, and screw rod (26) is long-term to keep lubricated.
There is not support adjustable multifunctional beam form device owing to length, width, springing height, high and low position can be regulated arbitrarily as required.It is applicable to the beam of various spans, various width and different shape.Because each big parts installation site can be adjusted arbitrarily with concrete condition as required, brings convenience to installation and removal, has improved work efficiency, has alleviated labour intensity, has saved beam form material (because of reusing) greatly.After this device is removed width adjusting frame (10) simultaneously, just can build scaffold and plastering on inner walls frame usefulness by laying bricks or stones as interior wall.If several beam form device arranged, can make the support framework of on-site concrete pouring haul road again.So just, can improve the utilization rate of device greatly, reduce cost.
The utility model is simple in structure, and is easy to manufacture, and mounting or dismounting are convenient, use safety, and cost is low, and is applied widely, long service life, to save timber and steel. Because using this beam form support need be set, so provide convenience for construction site cross-operation and interspersed construction, shortened the duration, improved construction quality, reducing construction costs, is to be fit to a kind of novel beam form that all kinds of enterprises in charge of construction use.
Claims (10)
1, a kind of nothing for building support adjustable multifunctional beam form device, it is characterized in that by the steel truss (1) that has adjustment groove (3), have the width adjusting seat (13) of adjusting groove (14), have the width adjusting frame (10) of adjusting groove (11) and base (18) is arranged, adjusting screw(rod) (26), the bearing (16) that top board (19) is formed constitutes, pass to adjust groove (3) and adjust groove (14) with securing member (17) width adjusting seat (13) is connected in steel truss (1) side, pass adjustment groove (14) and adjustment groove (11) is connected in width adjusting frame (10) on the width adjusting seat (13) with securing member (17).
2, beam form device according to claim 1 is characterized in that steel truss (1) quantity has one or more.
3, beam form device according to claim 2 is characterized in that adjustment groove (3) quantity on the steel truss (1) has 2 or a plurality of.
4, beam form device according to claim 1 is characterized in that width adjusting seat (13) quantity has 2 or a plurality of.
5, beam form device according to claim 4 is characterized in that adjustment groove (14) quantity on the width adjusting seat (13) has 2 or a plurality of.
6, beam form device according to claim 1 is characterized in that width adjusting frame (10) quantity has 2 or a plurality of.
7, beam form device according to claim 6 is characterized in that adjustment groove (11) quantity on the width adjusting frame (10) has one or more.
8, beam form device according to claim 1 is characterized in that bearing (16) quantity has 2.
9, beam form device according to claim 1, it is characterized in that in the beam form device of long-span beams having the arch camber of forming by the fixed mount (5) that two holes (32) are arranged, arch camber screw rod (6), turning handle (7), roof liner (8), nut (9) to regulate fixed mount (4).
10, beam form device according to claim 1 is characterized in that securing member (17) is the pin of bolt or tight device with lock.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 88212510 CN2043645U (en) | 1988-04-30 | 1988-04-30 | Multifunctional adjustable beam form without support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 88212510 CN2043645U (en) | 1988-04-30 | 1988-04-30 | Multifunctional adjustable beam form without support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2043645U true CN2043645U (en) | 1989-08-30 |
Family
ID=4845802
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 88212510 Withdrawn CN2043645U (en) | 1988-04-30 | 1988-04-30 | Multifunctional adjustable beam form without support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2043645U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102251657A (en) * | 2011-04-08 | 2011-11-23 | 重庆建工集团股份有限公司 | Arching formwork erecting method for assembled framework beam plate |
| CN102704677A (en) * | 2012-06-27 | 2012-10-03 | 江苏正威建设有限公司 | Telescopic formwork support beam |
| CN108316652A (en) * | 2018-04-10 | 2018-07-24 | 烟台市飞龙钢结构工程有限公司 | Steel construction main building construction bracket and construction method based on the bracket |
| CN109356384A (en) * | 2018-08-31 | 2019-02-19 | 君恒咨询有限公司 | A kind of beam structure aluminum alloy pattern plate |
-
1988
- 1988-04-30 CN CN 88212510 patent/CN2043645U/en not_active Withdrawn
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102251657A (en) * | 2011-04-08 | 2011-11-23 | 重庆建工集团股份有限公司 | Arching formwork erecting method for assembled framework beam plate |
| CN102251657B (en) * | 2011-04-08 | 2013-04-17 | 重庆建工集团股份有限公司 | Arching formwork erecting method for assembled framework beam plate |
| CN102704677A (en) * | 2012-06-27 | 2012-10-03 | 江苏正威建设有限公司 | Telescopic formwork support beam |
| CN108316652A (en) * | 2018-04-10 | 2018-07-24 | 烟台市飞龙钢结构工程有限公司 | Steel construction main building construction bracket and construction method based on the bracket |
| CN109356384A (en) * | 2018-08-31 | 2019-02-19 | 君恒咨询有限公司 | A kind of beam structure aluminum alloy pattern plate |
| CN109356384B (en) * | 2018-08-31 | 2021-02-19 | 广西博睿恩金属科技有限公司 | Crossbeam structure aluminum mould board |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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 |