CN206189975U - A buffering of taking precautions against earthquakes steel casting for building engineering - Google Patents

A buffering of taking precautions against earthquakes steel casting for building engineering Download PDF

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Publication number
CN206189975U
CN206189975U CN201621190302.0U CN201621190302U CN206189975U CN 206189975 U CN206189975 U CN 206189975U CN 201621190302 U CN201621190302 U CN 201621190302U CN 206189975 U CN206189975 U CN 206189975U
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CN
China
Prior art keywords
groove
inwall
fix bar
circular hole
fixed
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201621190302.0U
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Chinese (zh)
Inventor
唐芳
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HUNAN URBAN CONSTRUCTION COLLEGE
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HUNAN URBAN CONSTRUCTION COLLEGE
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Filing date
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Priority to CN201621190302.0U priority Critical patent/CN206189975U/en
Application granted granted Critical
Publication of CN206189975U publication Critical patent/CN206189975U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a buffering of taking precautions against earthquakes steel casting for building engineering, including crossbeam, stand and base, base level sets up, the top both sides of base all are equipped with the third recess, and are fixed with the stand on the inner wall of third recess, and one side that two stands are close to each other all is equipped with first mounting groove, the top of base is equipped with the crossbeam, the top both sides of crossbeam all are equipped with first recess, the below of first recess is equipped with the second recess, and second recess and first groove phase matching, the top of stand is equipped with the second mounting groove, vertically on the inner wall of second mounting groove be equipped with a plurality of spouts, and spout even spacing distribution is on the inner wall of second mounting groove, the top of spout is equipped with a fixing round hole. The utility model has the advantages of simple structure, economical and practical, the shock resistance is strong, the installation of being convenient for, and shockproof buffering steel casting all has better buffering effect in vertical direction and horizontal direction.

Description

A kind of shockproof cushioning steel casting for architectural engineering
Technical field
The utility model is related to construction engineering technical field, more particularly to a kind of shockproof cushioning steel casting for architectural engineering Part.
Background technology
It is limited to the limitation of scientific and technological level, the prediction effect of earthquake is unsatisfactory, earthquake is to the disaster that the mankind bring Huge, earthquake is once occur, and the shockproof requirements to building are high.The effect of the antidetonation buffering of current building is simultaneously paid no attention to Think.When an earthquake occurs, all it is fixed rigid structure due to traditional house, house or wall can not follow earthquake Left and right and the motion that teeters, cause the house of rigid structure to be broken, and then cause the whole building thing must to collapse, and in turn result in Casualties, the building buffering effect of existing structure is small, shockproof, anti seismic efficiency extreme difference.
Utility model content
The purpose of this utility model is that, in order to solve shortcoming present in prior art, and the one kind for proposing is used to build work The shockproof cushioning steel casting of journey.
To achieve these goals, the utility model employs following technical scheme:
A kind of shockproof cushioning steel casting for architectural engineering, including crossbeam, column and pedestal, the base level set Put, the top both sides of the pedestal are equipped with and column is fixed with the 3rd groove, and the inwall of the 3rd groove, two columns are mutual Close side is equipped with the first mounting groove, and crossbeam is provided with above the pedestal, and the top both sides of the crossbeam are equipped with One groove, is provided with the second groove, and the second groove and the first groove match below first groove, the column Top is provided with the second mounting groove, is provided with multiple chutes on the inwall of second mounting groove vertically, and chute equidistantly distributed exists On the inwall of the second mounting groove, the first fixation circular hole is provided with the top of the chute, and first fixes fixed on the inwall of circular hole There is fixed cylinder, the bottom of the fixed cylinder is provided with the second fixation circular hole, and the inwall of the second fixation circular hole and is slidably connected There is the second fix bar, backing plate is provided with the top of second fix bar, and the inwall of the periphery of backing plate and fixed cylinder slides company Connect, be arranged with compression spring in second fix bar, and compression spring two ends be respectively and fixedly installed to backing plate bottom and In the bottom interior wall of fixed cylinder, the bottom of second fix bar is provided with sliding seat, and sliding seat and slide connection, institute It is fixed with the inwall for stating the second mounting groove and fixed disc is provided with below fixed disc, and fixed disc, the fixed disc Surrounding incline and be provided with multiple connecting rods, and the bottom of connecting rod is connected with sliding seat, is provided with the top of the fixed disc The top inner wall of the first fix bar, the top of the column and the second groove is in contact.
Preferably, the top of first fix bar is threaded with fixing nut, and the bottom of fixing nut and first The bottom interior wall of groove is in contact, and first fix bar is provided with the first screw thread, and second is provided with the inside of the fixing nut Screw thread, and the second screw thread and the first screw thread be engaged, the bottom interior wall of first groove is provided with the 3rd fixation circular hole, and the The inwall and the first fix bar of three fixation circular holes are slidably connected.
Preferably, cross bar is provided between two columns, and cross bar is located between pedestal and crossbeam, the two ends point of the cross bar It is not in contact with the first mounting groove, and the junction of cross bar and the first mounting groove is provided with the first elastic device.
Preferably, the junction of the bottom of the column and the 3rd groove is provided with tack coat, and the top of column and second The junction of groove is provided with the second elastic device.
Preferably, be provided with the top of the fixed disc the 4th fixation circular hole, and the 4th fix circular hole inwall and first Fix bar is slidably connected, and the fixed disc, the 4th fixation circular hole and the first fix bar are respectively positioned on same axis.
Preferably, first elastic device and the second elastic device are resilient rubbber cushion or elastomeric spring.
The beneficial effects of the utility model:
1st, it is engaged by cross bar, the first mounting groove and the first elastic device, when there is earthquake, cross bar is by the first peace The first elastic device in tankage can in the horizontal direction carry out the inclination of certain angle so that shockproof cushioning steel casting have compared with Good buffering effect;
2nd, by the way that under the cooperation of the first fix bar, fixed disc, connecting rod, sliding seat and chute, crossbeam can drive One fix bar carries out position movement in vertical direction, while inwall enterprising line slip of the column in the second groove, the first fix bar Sliding seat can be driven to be moved up on the inwall of chute, sliding seat can drive the backing plate in the second fix bar solid Determine to be entered line slip on the inwall of cylinder upwards, backing plate and then compression spring is stretched, when there is earthquake, crossbeam can Position movement is carried out with vertical direction, shockproof cushioning steel casting has preferable buffering effect in vertical direction so that shockproof Buffering steel casting shock resistance is strong;
3rd, it is engaged by the first screw thread on the second screw thread and the first fix bar in fixing nut, column can be pacified On crossbeam, and it is easily installed;
Simple structure of the present utility model, economical and practical, shock resistance is strong, is easily installed, and shockproof cushioning steel casting exists Vertically and horizontally it is respectively provided with preferable buffering effect.
Brief description of the drawings
Fig. 1 be the utility model proposes a kind of shockproof cushioning steel casting for architectural engineering structural representation;
Fig. 2 be the utility model proposes a kind of shockproof cushioning steel casting for architectural engineering column structural representation Figure.
In figure:1 crossbeam, 2 columns, 3 pedestals, 4 first grooves, 5 fixing nuts, 6 cross bars, 7 first mounting grooves, 8 first are consolidated Cylinder, 11 fixed discs, 12 second fix bars, 13 sliding seats, 14 chutes, 15 connecting rods, 16 are fixed in fixed pole, 9 fixed discs, 10 Compression spring, 17 backing plates, 18 second grooves.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole Embodiment.
Reference picture 1-2, a kind of shockproof cushioning steel casting for architectural engineering, including crossbeam 1, column 2 and pedestal 3, base Seat 3 is horizontally disposed with, and the top both sides of pedestal 3 are equipped with and column 2 is fixed with the 3rd groove, and the inwall of the 3rd groove, column 2 It is made up of rigid material, two sides close to each other of column 2 are equipped with the first mounting groove 7, the top of pedestal 3 is provided with crossbeam 1, The top both sides of crossbeam 1 are equipped with the first groove 4, and the lower section of the first groove 4 is provided with the second groove 18, and the second groove 18 and One groove 4 matches, and the top of column 2 is provided with the second mounting groove, is provided with multiple chutes 14 on the inwall of the second mounting groove vertically, And the equidistantly distributed of chute 14 is on the inwall of the second mounting groove, the top of chute 14 is provided with the first fixation circular hole, and first consolidates Determine to be fixed with fixed cylinder 10 on the inwall of circular hole, the bottom of fixed cylinder 10 is provided with the second fixation circular hole, and second fixes circle Slidably connect the second fix bar 12 on the inwall in hole, the top of the second fix bar 12 is provided with backing plate 17, and backing plate 17 periphery Inwall with fixed cylinder 10 is slidably connected, and is arranged with compression spring 16 in the second fix bar 12, and compression spring 16 two ends It is respectively and fixedly installed in the bottom interior wall of the bottom of backing plate 17 and fixed cylinder 10, the bottom of the second fix bar 12 is provided with slip Seat 13, and sliding seat 13 and chute 14 be slidably connected, and fixed disc 9, and fixed disc 9 are fixed with the inwall of the second mounting groove Lower section be provided with fixed disc 11, the surrounding of fixed disc 11 is inclined and is provided with multiple connecting rods 15, and the bottom of connecting rod 15 and Sliding seat 13 is connected, and the top of fixed disc 11 is provided with the top of the first fix bar 8, the top of column 2 and the second groove 18 Inwall is in contact, and the top of the first fix bar 8 is threaded with fixing nut 5, and the bottom of fixing nut 5 and the first groove 4 Bottom interior wall be in contact, the first fix bar 8 is provided with the first screw thread, and the inner side of fixing nut 5 is provided with the second screw thread, and second Screw thread and the first screw thread are engaged, and the bottom interior wall of the first groove 4 is provided with the 3rd fixation circular hole, and the 3rd fixes the interior of circular hole Wall and the first fix bar 8 are slidably connected, and cross bar 6 is provided between two columns 2, and cross bar 6 is located between pedestal 3 and crossbeam 1, horizontal The two ends of bar 6 are in contact with the first mounting groove 7 respectively, and the junction of the mounting groove 7 of cross bar 6 and first is provided with the first elasticity dress Put, the junction of the bottom of column 2 and the 3rd groove is provided with tack coat, and the top of column 2 and the second groove 18 junction The second elastic device is provided with, the top of fixed disc 9 is provided with the 4th fixation circular hole, and the inwall and first of the 4th fixation circular hole is consolidated Fixed pole 8 is slidably connected, and fixed disc the 9, the 4th fixes circular hole and the first fix bar 8 is respectively positioned on same axis, the first elasticity dress Put and be resilient rubbber cushion or elastomeric spring with the second elastic device.
Operation principle:When there is earthquake, cross bar 6 can be in level by the first elastic device in the first mounting groove 7 Direction carries out the inclination of certain angle, and shockproof cushioning steel casting has preferable buffering effect in the horizontal direction, when generation earthquake When, the in the vertical direction of crossbeam 1 can drive the first fix bar 8 to carry out position movement so that the first fix bar 8 is in fixed disc The 4th fixation enterprising line slip of circular-hole internal-wall on 9, while inwall enterprising line slip of the column 2 in the second groove 18, first consolidates Fixed pole 8 can carry out position movement with fixed disc 11, and fixed disc 11 drives sliding seat 13 by connecting rod 15 in chute 14 Inwall on moved up, sliding seat 13 can drive backing plate 17 in the second fix bar 12 in the inwall of fixed cylinder 10 On entered line slip upwards, backing plate 17 and then compression spring 16 is stretched so that shockproof cushioning steel casting is in side vertically To strong with preferable buffering effect and shock resistance.
The above, only the utility model preferably specific embodiment, but protection domain of the present utility model is not Be confined to this, any one skilled in the art in the technical scope that the utility model is disclosed, according to this practicality New technical scheme and its utility model design are subject to equivalent or change, should all cover in protection model of the present utility model Within enclosing.

Claims (6)

1. a kind of shockproof cushioning steel casting for architectural engineering, including crossbeam (1), column (2) and pedestal (3), its feature exist In the pedestal (3) is horizontally disposed with, and the top both sides of the pedestal (3) are equipped with the 3rd groove, and the inwall of the 3rd groove Column (2) is fixed with, two column (2) sides close to each other are equipped with the first mounting groove (7), the top of the pedestal (3) Crossbeam (1) is provided with, the top both sides of the crossbeam (1) are equipped with the first groove (4), are provided with below first groove (4) Second groove (18), and the second groove (18) and the first groove (4) match, and the second installation is provided with the top of the column (2) Groove, is provided with multiple chutes (14) vertically on the inwall of second mounting groove, and chute (14) equidistantly distributed is installed second On the inwall of groove, it is provided with the top of the chute (14) on the first fixation circular hole, and the inwall of the first fixation circular hole and is fixed with Determine cylinder (10), the bottom of the fixed cylinder (10) is provided with the second fixation circular hole, and second fixes slip on the inwall of circular hole Be connected with the second fix bar (12), be provided with backing plate (17) at the top of second fix bar (12), and the periphery of backing plate (17) and The inwall of fixed cylinder (10) is slidably connected, and compression spring (16), and compression spring are arranged with second fix bar (12) (16) two ends are respectively and fixedly installed in the bottom interior wall of the bottom of backing plate (17) and fixed cylinder (10), and described second fixes The bottom of bar (12) is provided with sliding seat (13), and sliding seat (13) and chute (14) are slidably connected, second mounting groove it is interior It is fixed with wall and fixed disc (11) is provided with below fixed disc (9), and fixed disc (9), the fixed disc (11) Surrounding is inclined and is provided with multiple connecting rods (15), and the bottom of connecting rod (15) is connected with sliding seat (13), the fixed disc (11) the first fix bar (8) is provided with the top of, the top of the column (2) and the top inner wall of the second groove (18) are in contact.
2. a kind of shockproof cushioning steel casting for architectural engineering according to claim 1, it is characterised in that described The top of one fix bar (8) is threaded with fixing nut (5), and fixing nut (5) bottom and the bottom of the first groove (4) Inwall is in contact, and first fix bar (8) is provided with the first screw thread, and the second screw thread is provided with the inside of the fixing nut (5), And second screw thread and the first screw thread be engaged, the bottom interior wall of first groove (4) is provided with the 3rd fixation circular hole, and the 3rd The inwall and the first fix bar (8) of fixed circular hole are slidably connected.
3. a kind of shockproof cushioning steel casting for architectural engineering according to claim 1, it is characterised in that two columns (2) cross bar (6) is provided between, and cross bar (6) is between pedestal (3) and crossbeam (1), the two ends of the cross bar (6) respectively with First mounting groove (7) is in contact, and the junction of cross bar (6) and the first mounting groove (7) is provided with the first elastic device.
4. a kind of shockproof cushioning steel casting for architectural engineering according to claim 1, it is characterised in that the column (2) bottom and the junction of the 3rd groove is provided with tack coat, and the top of column (2) and the junction of the second groove (18) set There is the second elastic device.
5. a kind of shockproof cushioning steel casting for architectural engineering according to claim 1, it is characterised in that the fixation The 4th fixation circular hole is provided with the top of disk (9), and the inwall and the first fix bar (8) of the 4th fixation circular hole are slidably connected, institute Fixed disc (9), the 4th fixation circular hole and the first fix bar (8) is stated to be respectively positioned on same axis.
6. a kind of shockproof cushioning steel casting for architectural engineering according to claim 3, it is characterised in that described first Elastic device and the second elastic device are resilient rubbber cushion or elastomeric spring.
CN201621190302.0U 2016-11-01 2016-11-01 A buffering of taking precautions against earthquakes steel casting for building engineering Expired - Fee Related CN206189975U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621190302.0U CN206189975U (en) 2016-11-01 2016-11-01 A buffering of taking precautions against earthquakes steel casting for building engineering

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621190302.0U CN206189975U (en) 2016-11-01 2016-11-01 A buffering of taking precautions against earthquakes steel casting for building engineering

Publications (1)

Publication Number Publication Date
CN206189975U true CN206189975U (en) 2017-05-24

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111636558A (en) * 2020-05-30 2020-09-08 河北中铁沧盐建筑科技有限公司 Assembled integral type frame structure and construction process thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111636558A (en) * 2020-05-30 2020-09-08 河北中铁沧盐建筑科技有限公司 Assembled integral type frame structure and construction process thereof

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170524

Termination date: 20181101

CF01 Termination of patent right due to non-payment of annual fee