CN104405040A - Combined steel member finely adjustable in height - Google Patents
Combined steel member finely adjustable in height Download PDFInfo
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- CN104405040A CN104405040A CN201410619755.XA CN201410619755A CN104405040A CN 104405040 A CN104405040 A CN 104405040A CN 201410619755 A CN201410619755 A CN 201410619755A CN 104405040 A CN104405040 A CN 104405040A
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- base
- support
- beam column
- screw mandrel
- steel beam
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Abstract
The invention discloses a combined steel member finely adjustable in height. The combined steel member comprises a top plate, a pair of support oblique beams and a base; the two support oblique beams are arranged between the top plate and the base crosswise; one guide groove and a plurality of cross grooves are respectively formed in the bottom face of the top plate and the upper surface of the base; the parallel guide grooves and cross grooves are vertically intersected; a pair of limiting plates matched with the cross grooves in an insertion manner is arranged in the cross grooves; the top parts and the bottom parts of the two support oblique beams are respectively provided with a guide block glidingly matched with the corresponding guide groove; a cross threaded sleeve is fixedly arranged in the middle of the guide grooves of the base; two ends of the threaded sleeve are respectively provided with a lead screw; the outer end of each lead screw abuts on the corresponding guide block; at least two square gaps for a spanner to perform operation are formed in the middle of each lead screw. The steel member can be finely adjusted in height through the adjustment of the threaded sleeve, and moreover, the support force of the combined steel member can be further increased by adopting a mode that the two oblique beams are arranged crosswise, and the overall support strength of a plant is increased.
Description
Technical field
The present invention relates to combination steel structure technical field, be specially the combination steel beam column that a kind of height is fine-tuning.
Background technology
In recent years, the superiority of Lightweight metal plant more and more by people cognition, and become the new focus of factory building technology gradually, in the country such as North America, Europe, light weight steel structure has been a kind of common structural system, the factory building proportion of lightweight steel construction is adopted to develop into present 25% from 5% of the beginning of the nineties, light steel structure house system is novel with the mode of production of its intense industrialization and efficient in-site installation level, excellent use, healthy family product theory, by increasing people are accepted.
But, the support steel part used in existing Lightweight metal plant, usually be simple " work " shaped steel or T-shape steel, this kind of steel are used in the factory building of single layer structure and can meet its support requirement, but be used in multi storied factory building, its support force seems comparatively weak, shake-proof ability is lower, effectively can not prevent the corrosion of steel beam column, run-off the straight is easy to when house runs into bad weather, house collapse, causes casualties, and can not according to oneself need regulate support angle and height.
Summary of the invention
The object of the present invention is to provide the combination steel beam column that a kind of height is fine-tuning, to solve the problem proposed in above-mentioned background technology.
For achieving the above object, the invention provides following technical scheme: the combination steel beam column that a kind of height is fine-tuning, comprise top board, support cant beam and base a pair, described two support cant beams are arranged in a crossed manner between described top board and base, described two support that cant beam is coaxial is arranged on a rotary pin shaft, described top board bottom surface and described base upper surface are equipped with a guide groove and many translots, and described parallel guide slots and translot intersect vertically; Described translot inside is provided with the limiting plate coordinated with its grafting for a pair; Described two top and bottoms supporting cant beam are provided with the guide block be slidably matched with described guide groove, a horizontal thread sleeve is fixed with in the middle of the guide groove of described base, a screw mandrel is equipped with at these screw shell two ends respectively, described screw mandrel outer end offsets with described guide block respectively, at least be provided with two square breach for spanner operation in the middle of described screw mandrel, two described side's breach are arranged along described screw mandrel axis alternate angle.
Preferably, described support cant beam is " work " word beam.
Preferably, described guide block sidewall has a blind hole, for holding described screw mandrel end.
Preferably, an antidetonation steel ball bearing is provided with below described horizontal thread sleeve.
Preferably, described combination steel beam column is provided with antirust coat on the whole.
Compared with prior art, the invention has the beneficial effects as follows: this combination steel beam column, by set top board and base, and the support cant beam be arranged between top board and base, and the guide groove be arranged on top board and base and the guide block supported on cant beam, by the telescopic adjustment of screw mandrel, drive guide block slides, support cant beam height is changed, can need to carry out height fine adjusting function according to use, and the shock resisting steel tumbler bearing of this device by base is installed, increase overall support intensity and the shake-proof ability of factory building, effectively resist the bad weathers such as typhoon, by arranging antirust coat on steel beam column, effectively prevent steel beam column corrosion, extend the application life of steel beam column.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is guide barrel construction schematic diagram of the present invention.
In figure: 1 top board, 2 bases, 3 support cant beam, 4 rotary pin shafts, 5 guide grooves, 6 guide blocks, 7 translots, 8 limiting plates, 9 screw shells, 10 shock resisting steel tumbler bearings, 11 screw mandrels.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, be clearly and completely described the technical scheme in the embodiment of the present invention, obviously, described embodiment is only the present invention's part embodiment, instead of whole embodiments.Based on the embodiment in the present invention, those of ordinary skill in the art, not making the every other embodiment obtained under creative work prerequisite, belong to the scope of protection of the invention.
Refer to Fig. 1 and Fig. 2, the combination steel beam column that a kind of height is fine-tuning, comprise top board 1, support cant beam 3 and base 2 a pair, two support cant beams 3 are arranged in a crossed manner between top board 1 and base 2, two support that cant beam 3 is coaxial is arranged on a rotary pin shaft 4, top board 1 bottom surface and base 2 upper surface are equipped with guide groove 5 and many translots 7, and parallel guide slots 5 and translot 7 intersect vertically; Translot 7 internal activity is provided with a pair limiting plate 8 coordinated with its grafting.
Guide block 6 sidewall has a blind hole, for holding screw mandrel 11 end, to prevent screw mandrel 11 slippage.
Two top and bottoms supporting cant beam 3 are provided with the guide block 6 be slidably matched with guide groove 5, a horizontal thread sleeve 9 is fixed with in the middle of the guide groove of base 2, screw mandrel 11 is equipped with at these screw shell 9 two ends respectively, screw mandrel 11 outer end offsets with guide block 6 respectively, two square breach for spanner operation are at least provided with in the middle of screw mandrel 11, two square breach are arranged along screw mandrel 11 axis alternate angle, are convenient to spanner rotary screw 11.
Supporting cant beam 3 is " work " word beam, by being arranged on the support cant beam 3 between top board 1 and base 2, improves the support strength of steel beam column.
Promoted the telescopic adjustment of telescopic arm by screw shell 9, thus promote the slip of guide block 6 in guide groove 5, the height carrying out steel beam column regulates, and further increases operating efficiency,
Shock resisting steel tumbler bearing 10 is arranged on the below of screw shell 9, and vibration abatement 10 is GKQZ type shock resisting steel tumbler bearing, effectively raises the shake-proof ability of whole steel beam column.
Combination steel beam column is provided with antirust coat on the whole, effectively prevents the corrosion of steel beam column, extends the application life of steel beam column.
To those skilled in the art, obviously the invention is not restricted to the details of above-mentioned one exemplary embodiment, and when not deviating from spirit of the present invention or essential characteristic, the present invention can be realized in other specific forms.Therefore, no matter from which point, all should embodiment be regarded as exemplary, and be nonrestrictive, scope of the present invention is limited by claims instead of above-mentioned explanation, and all changes be therefore intended in the implication of the equivalency by dropping on claim and scope are included in the present invention.Any Reference numeral in claim should be considered as the claim involved by limiting.
In addition, be to be understood that, although this manual is described according to embodiment, but not each embodiment only comprises an independently technical scheme, this narrating mode of manual is only for clarity sake, those skilled in the art should by manual integrally, and the technical scheme in each embodiment also through appropriately combined, can form other embodiments that it will be appreciated by those skilled in the art that.
Claims (5)
1. a highly fine-tuning combination steel beam column, comprise top board, support cant beam and base a pair, described two support cant beams are arranged in a crossed manner between described top board and base, described two support that cant beam is coaxial is arranged on a rotary pin shaft, it is characterized in that: described top board bottom surface and described base upper surface are equipped with a guide groove and many translots, and described parallel guide slots and translot intersect vertically; Described translot inside is provided with the limiting plate coordinated with its grafting for a pair; Described two top and bottoms supporting cant beam are provided with the guide block be slidably matched with described guide groove, a horizontal thread sleeve is fixed with in the middle of the guide groove of described base, a screw mandrel is equipped with at these screw shell two ends respectively, described screw mandrel outer end offsets with described guide block respectively, at least be provided with two square breach for spanner operation in the middle of described screw mandrel, two described side's breach are arranged along described screw mandrel axis alternate angle.
2. the combination steel beam column that a kind of height according to claim 1 is fine-tuning, is characterized in that: described guide block sidewall has a blind hole, for holding described screw mandrel end.
3. the combination steel beam column that a kind of height according to claim 1 and 2 is fine-tuning, is characterized in that: be provided with an antidetonation steel ball bearing below described horizontal thread sleeve.
4. the combination steel beam column that a kind of height according to claim 3 is fine-tuning, is characterized in that: described support cant beam is " work " word beam.
5. the combination steel beam column that a kind of height according to claim 3 is fine-tuning, is characterized in that: described combination steel beam column is provided with antirust coat on the whole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410619755.XA CN104405040B (en) | 2014-11-06 | 2014-11-06 | A kind of highly fine-tuning combination steel member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410619755.XA CN104405040B (en) | 2014-11-06 | 2014-11-06 | A kind of highly fine-tuning combination steel member |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104405040A true CN104405040A (en) | 2015-03-11 |
| CN104405040B CN104405040B (en) | 2017-10-27 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410619755.XA Active CN104405040B (en) | 2014-11-06 | 2014-11-06 | A kind of highly fine-tuning combination steel member |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499214A (en) * | 2016-10-22 | 2017-03-15 | 钟贵洪 | A kind of combination steel beam column for building |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
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| JP2001003458A (en) * | 1999-06-18 | 2001-01-09 | Takenaka Komuten Co Ltd | Sliding bearing for concrete member |
| CN101446112A (en) * | 2008-12-24 | 2009-06-03 | 中铁大桥局股份有限公司 | Supporting seat being adjustable in height |
| CN203361329U (en) * | 2013-06-15 | 2013-12-25 | 庄健峰 | Combined steel component |
| CN203531384U (en) * | 2013-09-24 | 2014-04-09 | 昆明钢铁集团有限责任公司 | Building template beam supporting and fixing device with freely-adjustable lifting height |
| CN203679602U (en) * | 2013-12-31 | 2014-07-02 | 成都东南钢结构有限公司 | Adjustable supporting device for welding and assembling of steel structure |
| CN203834654U (en) * | 2014-03-17 | 2014-09-17 | 俞权锋 | Combined steel structure |
| CN104047295A (en) * | 2014-06-10 | 2014-09-17 | 国家电网公司 | Adjustable cast-in-situ foundation template supporting device |
| CN203891240U (en) * | 2014-04-09 | 2014-10-22 | 浙江广厦建设职业技术学院 | Building steel structure module |
| CN204311567U (en) * | 2014-11-06 | 2015-05-06 | 安徽鸿路钢结构(集团)股份有限公司 | The combination steel beam column that a kind of height is fine-tuning |
-
2014
- 2014-11-06 CN CN201410619755.XA patent/CN104405040B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001003458A (en) * | 1999-06-18 | 2001-01-09 | Takenaka Komuten Co Ltd | Sliding bearing for concrete member |
| CN101446112A (en) * | 2008-12-24 | 2009-06-03 | 中铁大桥局股份有限公司 | Supporting seat being adjustable in height |
| CN203361329U (en) * | 2013-06-15 | 2013-12-25 | 庄健峰 | Combined steel component |
| CN203531384U (en) * | 2013-09-24 | 2014-04-09 | 昆明钢铁集团有限责任公司 | Building template beam supporting and fixing device with freely-adjustable lifting height |
| CN203679602U (en) * | 2013-12-31 | 2014-07-02 | 成都东南钢结构有限公司 | Adjustable supporting device for welding and assembling of steel structure |
| CN203834654U (en) * | 2014-03-17 | 2014-09-17 | 俞权锋 | Combined steel structure |
| CN203891240U (en) * | 2014-04-09 | 2014-10-22 | 浙江广厦建设职业技术学院 | Building steel structure module |
| CN104047295A (en) * | 2014-06-10 | 2014-09-17 | 国家电网公司 | Adjustable cast-in-situ foundation template supporting device |
| CN204311567U (en) * | 2014-11-06 | 2015-05-06 | 安徽鸿路钢结构(集团)股份有限公司 | The combination steel beam column that a kind of height is fine-tuning |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499214A (en) * | 2016-10-22 | 2017-03-15 | 钟贵洪 | A kind of combination steel beam column for building |
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| CN104405040B (en) | 2017-10-27 |
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