CN211948902U - Steel construction damping support - Google Patents
Steel construction damping support Download PDFInfo
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- CN211948902U CN211948902U CN202020412935.1U CN202020412935U CN211948902U CN 211948902 U CN211948902 U CN 211948902U CN 202020412935 U CN202020412935 U CN 202020412935U CN 211948902 U CN211948902 U CN 211948902U
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Abstract
The utility model discloses a steel construction shock mount relates to the steel construction field, including the supporting baseplate, connect the through-hole has evenly been seted up to the top surface of supporting baseplate, the bottom surface of supporting baseplate has been docked and has been kept apart the film, keep apart the top surface of film and evenly seted up the grafting through-hole, the top surface of supporting baseplate upwards welds perpendicularly has T shape even piece, the butt joint through-hole has been seted up to the top surface that T shape is even piece, T shape is even the top surface of piece and is docked and has the support colloid block, the top surface of support colloid block is docked and has the top fixed plate, the top surface of top fixed plate upwards welds perpendicularly has the steel body pole. The utility model discloses device design score integration simple structure convenient operation has adopted multiple shock-absorbing structure to make and has carried out the maximize to the subduction degree of vibrations, and still embeds when the absorbing has support piece to make can not take place to appear the limit and cause the fixed removal skew condition, and the low price of structural component is fit for market and carries out using widely on a large scale.
Description
Technical Field
The utility model relates to a technical field is connected to the steel construction, specifically is a steel construction shock absorber support.
Background
Steel structures are structures composed of steel materials and are one of the main building structure types. The structure mainly comprises beam steel, steel columns, steel trusses and other members made of section steel, steel plates and the like, and rust removing and preventing processes such as silanization, pure manganese phosphating, washing drying, galvanization and the like are adopted. The components or parts are typically joined by welds, bolts or rivets. Because of its light dead weight, and construction is simple and convenient, widely apply to fields such as large-scale factory building, venue, superelevation layer. The steel structure is easy to rust, and generally the steel structure needs to be derusted, galvanized or painted, and needs to be maintained regularly.
When installing the steel construction, need carry out shock attenuation operation to the steel construction, traditional shock attenuation operation is exactly to adopt the spring to carry out supporting role, make the spring of intermediate position when taking place vibrations between the connecting plate relieve strength, let the shock attenuation accomplish, can because the spring extrusion deformation can appear when connecting, cause the connection of steel construction to take place skew and removal effect, make the building can appear the condition of empting and take place to cause the loss that can not estimate, install simultaneously and make the cost higher carrying out multiple high specification material spring, unsuitable market carries out on a large scale and uses widely.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a steel construction shock-absorbing support, with traditional shock attenuation operation who proposes in solving above-mentioned background art is exactly to adopt the spring to carry out the supporting role, make the spring of intermediate position when taking place vibrations between the connecting plate to carry out the buffering to strength and dissolve, let the shock attenuation accomplish, can be because the spring extrusion deformation can appear when connecting, cause the connection of steel construction to take place to squint and removal effect, make the condition that the building can appear empting take place to cause the loss that can not estimate, install simultaneously and make the cost higher carrying out multiple high specification material spring, unsuitable market carries out the problem of using widely on a large scale.
In order to achieve the above object, the utility model provides a following technical scheme:
a steel structure shock absorption support comprises a support base plate, wherein the top surface of the support base plate is uniformly provided with connecting through holes, the bottom surface of the support base plate is butted with an isolation rubber sheet, the top surface of the isolation rubber sheet is uniformly provided with inserting through holes, the top surface of the support base plate is vertically upwards welded with a T-shaped connecting block, the top surface of the T-shaped connecting block is provided with a butting through hole, the top surface of the T-shaped connecting block is butted with a support rubber block, the top surface of the support rubber block is butted with a top fixing plate, the top surface of the top fixing plate is vertically upwards welded with a steel body rod, the top surface of the top fixing plate is uniformly provided with a fixing jack, the inner side edge of the fixing jack is vertically inserted with a connecting inserted rod, the top end of the connecting inserted rod is fixedly welded with a blocking fixing cap, the bottom end of the connecting inserted rod is, the outside limit threaded connection of screw thread connecting rod has coupling nut, the inboard side fixed joint of butt joint through-hole and fixed jack has the shock attenuation hole cover, the joint opening has been seted up to the four corners position of supporting the colloid block, the even butt fusion of the inboard side of supporting the colloid block has the support post, the inboard side of shock attenuation hole cover is evenly inlayed and is had the support spheroid.
As a preferred embodiment of the present invention: the number of connecting hole is a plurality of, and a plurality of connecting hole evenly set up and be close to the border position at the top surface of supporting baseplate, and the isolation film adopts the preparation of stereoplasm rubber material, and the number of grafting through-hole keeps unanimous with the connecting hole number, and grafting through-hole and connecting hole stack formula from top to bottom arrange the one-to-one setting.
As a preferred embodiment of the present invention: the T-shaped connecting block is vertically welded at the center of the top surface of the supporting bottom plate, the number of the butt joint through holes is four, the four butt joint through holes are respectively formed in the positions, close to four corners, of the top surface of the T-shaped connecting block, the material of the supporting colloid block is consistent with that of the isolating film, the thickness of the supporting colloid block is 3-5 times that of the isolating film, and the thickness of the supporting colloid block is larger than that of the connecting plug rod.
As a preferred embodiment of the present invention: the size of the top fixing plate is consistent with that of the T-shaped connecting block, the steel body rod is perpendicularly welded at the center of the top surface of the top fixing plate, the fixed jacks are arranged at the positions, close to four corners, of the top surface of the top fixing plate, and the fixed jacks and the butt joint through holes are arranged in an up-down stacked one-to-one correspondence mode.
As a preferred embodiment of the present invention: the number of the connecting inserted rods is four, the four connecting inserted rods penetrate through the inner side positions of the butt joint through holes of the fixed insertion holes and the bottom ends, the threaded connecting rods penetrate through the butt joint through holes and extend to the outer side positions of the bottom end openings, the diameter of the supporting spring is larger than that of the fixed insertion holes and the butt joint through holes, and the supporting spring is vertically arranged between the T-shaped connecting block top surface and the bottom surface of the top fixing plate.
As a preferred embodiment of the present invention: the damping hole sleeve is in an I-shaped structure and is connected to the inner side edge of the butt-joint through hole and the fixed insertion hole in a butt-joint mode, the inner side edge of the joint opening is in butt-joint with the outer side edge of the supporting spring, the supporting stand columns are made of high-density high-hardness rubber materials, the supporting stand columns are parallel to each other and are vertically arranged at the inner side edge of the supporting rubber block, and the material of the supporting ball body and the material of the supporting stand columns are kept consistent.
Compared with the prior art, the beneficial effects of the utility model are that:
the split type connection structure is more convenient and fast in carrying and transportation through split type design, is convenient to move and adjust during installation, cannot cause the condition that the weight is too heavy and cannot be moved due to integrated design, is simple and efficient in connection mode and more stable and safe after fixation, has a shock absorption effect on the shock by the lower supporting rubber body block when the top fixing plate vibrates during vibration, further supports the top fixing plate under the support of the internal supporting upright post of the supporting rubber body block, cannot extrude the supporting rubber body block to deform, further absorbs the shock under the support of the supporting spring, drives the connection inserted bar to impact inside the butt joint through hole and the fixed jack during vibration, cannot generate the impact condition on the connection inserted bar under the support of the shock absorption hole sleeve, and cannot extrude the shock absorption hole sleeve to deform under the further support action of the connection inserted bar by the support ball body, the device design score ization simple structure convenient operation has adopted multiple shock-absorbing structure to make and has gone on the maximize to the subduction degree of vibrations, and still built-in when the shock attenuation has support piece to make can not take place the shape limit and cause the fixed removal skew condition, and structural component low price is fit for market and carries out using widely on a large scale.
Drawings
Other features, objects and advantages of the invention will become more apparent upon reading of the detailed description of non-limiting embodiments with reference to the following drawings:
FIG. 1 is a schematic perspective view of a steel-structure damping support;
FIG. 2 is a schematic structural view of a T-shaped connecting block section of a steel structure damping support;
FIG. 3 is a schematic structural diagram of a top view cross-sectional detail of a support rubber block of a steel structure damping support;
FIG. 4 is a schematic structural diagram of a side view cross-sectional detail of a supporting rubber block of a steel-structure shock mount;
FIG. 5 is a schematic structural view of a sectional detail of a top fixing plate of a steel-structured damping support;
FIG. 6 is a schematic structural diagram of a connecting pin connecting detail of a steel structure damping support;
FIG. 7 is a schematic structural diagram of a sectional detail of a shock absorbing hole sleeve of a steel structure shock absorbing support.
In the figure: 1-a support floor; 2-connecting through holes; 3-isolating the film; 4-inserting through holes; 5-T-shaped connecting blocks; 6-butting through holes; 7-supporting colloidal blocks; 8-top fixing plate; 9-steel body rod; 10-fixed insertion holes; 11-connecting the inserted link; 12-blocking fixing cap; 13-a threaded connecting rod; 14-a support spring; 15-connecting a nut; 16-a shock-absorbing hole sleeve; 17-a clamping opening; 18-a support post; 19-support the sphere.
Detailed Description
Referring to fig. 1, in the embodiment of the present invention, a steel structure damping support comprises a supporting base plate 1, wherein a top surface of the supporting base plate 1 is uniformly provided with a plurality of connecting through holes 2, a bottom surface of the supporting base plate 1 is butted with an isolating rubber sheet 3, the number of the connecting through holes 2 is a plurality, the connecting through holes 2 are uniformly arranged on the top surface of the supporting base plate 1 near the edge, the isolating rubber sheet 3 is made of hard rubber, the top surface of the isolating rubber sheet 3 is uniformly provided with inserting through holes 4, the number of the inserting through holes 4 is consistent with the number of the connecting through holes 2, the inserting through holes 4 and the connecting through holes 2 are arranged in an up-and-down superposed manner in one-to-one correspondence, a T-shaped connecting block 5 is welded on the top surface of the supporting base plate 1 vertically upwards, the top surface of the T-shaped connecting block 5 is provided with a docking through hole 6, four butt joint through holes 6 are respectively arranged at the positions, close to the four corners, of the top surface of the T-shaped connecting block 5, the top surface of the T-shaped connecting block 5 is in butt joint with a supporting colloid block 7, the material of the supporting colloid block 7 is consistent with the material of the isolating colloid 3, the thickness of the supporting colloid block 7 is 3-5 times of that of the isolating colloid 3, the thickness of the supporting colloid block 7 is larger than the length of the connecting inserted rod 11, a top fixing plate 8 is in butt joint with the top surface of the supporting colloid block 7, a steel rod 9 is vertically and upwards welded on the top surface of the top fixing plate 8, the size of the top fixing plate 8 is consistent with that of the T-shaped connecting block 5, the steel rod 9 is vertically welded at the center of the top surface of the top fixing plate 8, fixing insertion holes 10 are uniformly arranged on the top surface of the top fixing plate 8, the fixing insertion holes 10 are arranged at the positions, close to the four corners, the inner side edge of the fixed insertion hole 10 is vertically inserted with four connecting insertion rods 11, the four connecting insertion rods 11 penetrate through the fixed insertion hole 10 and extend to the inner side edge position of a butt joint through hole 6 at the bottom end, a blocking fixing cap 12 is fixedly welded at the top end of each connecting insertion rod 11, a threaded connecting rod 13 is vertically welded at the bottom end of each connecting insertion rod 11 downwards, a supporting spring 14 is sleeved at the outer side edge of each connecting insertion rod 11, each threaded connecting rod 13 penetrates through the butt joint through hole 6 and extends to the outer side edge position of an opening at the bottom end, the diameter of each supporting spring 14 is larger than that of each fixed insertion hole 10 and the butt joint through hole 6, each supporting spring 14 is vertically arranged between the top surface of the T-shaped connecting block 5 and the bottom surface of the top fixing plate 8, and the outer side edge of each;
referring to fig. 2-6, in an embodiment of the present invention, a steel-structured damping support is provided, wherein a damping hole sleeve 16 is fixedly clamped to inner side edges of a butt-joint through hole 6 and a fixing insertion hole 10, a clamping opening 17 is provided at a four-side corner position of a supporting colloid block 7, the damping hole sleeve 16 is clamped to inner side edges of the butt-joint through hole 6 and the fixing insertion hole 10 in an i-shaped structure, an inner side edge of the clamping opening 17 is butted to an outer side edge position of a supporting spring 14, supporting pillars 18 are uniformly welded to the inner side edge of the supporting colloid block 7, the supporting pillars 18 are made of a high-density high-hardness rubber material, and a plurality of the supporting pillars 18 are vertically arranged in parallel to each other at the inner side edge position of the supporting;
referring to fig. 7, in an embodiment of the present invention, a steel-structure damping support is provided, wherein the inner side edge of the damping hole sleeve 16 is uniformly embedded with supporting balls 19, and the material of the supporting balls 19 is consistent with the material of the supporting columns 18.
The components are standard parts in general or known to those skilled in the art, and their structure and principle are known to those skilled in the art through technical manuals or through routine experimentation.
The utility model discloses a theory of operation is:
placing a supporting bottom plate 1 at the top end of a poured concrete column, inserting a screw rod poured integrally into the connecting through hole 2 to extend out of the inner side edge, fixing the supporting bottom plate 1 at the top end of the concrete column under the sleeve joint of nuts, placing a supporting colloid block 7 at the top surface of a T-shaped connecting block 5, butting a top fixing plate 8 with a steel rod 9 at the top surface of the supporting colloid block 7, inserting a plurality of connecting inserting rods 11 into the butting through hole 6 extending to the bottom end from a fixing inserting hole 10, extending a threaded connecting rod 13 into the butting through hole 6, fixing the connecting nuts 15 to ensure that the top fixing plate 8 and the T-shaped connecting block 5 extrude the supporting colloid block 7 at the middle position to fix, and performing a damping effect on vibration due to the supporting colloid block 7 below when the top fixing plate 8 vibrates, make further supporting role to top fixed plate 8 under the support of the inside support post 18 that supports colloidal block 7 simultaneously, can not take place to extrude and support colloidal block 7 and warp, make simultaneously under supporting spring 14's support further damping effect of carrying on shaking, and can drive when shaking and connect inserted bar 11 and strike in the inside of butt joint through-hole 6 and fixed jack 10, make to connect inserted bar 11 and can not take place the striking condition under the support of shock attenuation hole cover 16, and support the further supporting role to connecting inserted bar 11 and can not extrude the shock attenuation hole cover 16 deformation condition at support spheroid 19.
The above-mentioned, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (6)
1. A steel structure damping support comprises a supporting base plate (1) and is characterized in that connecting through holes (2) are uniformly formed in the top surface of the supporting base plate (1), an isolation rubber sheet (3) is butted on the bottom surface of the supporting base plate (1), inserting through holes (4) are uniformly formed in the top surface of the isolation rubber sheet (3), T-shaped connecting blocks (5) are welded vertically upwards on the top surface of the supporting base plate (1), butt-joint through holes (6) are formed in the top surface of the T-shaped connecting blocks (5), supporting rubber blocks (7) are butted on the top surface of the T-shaped connecting blocks (5), a top fixing plate (8) is butted on the top surface of the supporting rubber blocks (7), steel body rods (9) are welded vertically upwards on the top surface of the top fixing plate (8), fixing insertion holes (10) are uniformly formed in the top surface of the top fixing plate (8), and connecting insertion rods (11) are vertically inserted into the inner side edges of the, the fixed welding in top of connecting inserted bar (11) has blockked locking cap (12), the perpendicular downward welding in connection inserted bar (11) bottom has threaded connecting rod (13), supporting spring (14) have been cup jointed on the outside limit of connecting inserted bar (11), the outside limit threaded connection of threaded connecting rod (13) has coupling nut (15), the inboard side fixed joint of butt joint through-hole (6) and fixed insertion hole (10) has shock attenuation pot cover (16), the four sides angular position of supporting colloidal block (7) has seted up joint opening (17), the even butt fusion of the inboard side of supporting colloidal block (7) has support post (18), the even inlaying of the inboard side of shock attenuation pot cover (16) has support spheroid (19).
2. The steel structure damping support according to claim 1, characterized in that the number of the connection through holes (2) is several, the connection through holes (2) are uniformly formed in the top surface of the support base plate (1) near the edge, the isolation rubber sheet (3) is made of hard rubber, the number of the plug-in through holes (4) is consistent with the number of the connection through holes (2), and the plug-in through holes (4) and the connection through holes (2) are arranged in an up-and-down stacked manner in a one-to-one correspondence manner.
3. The steel structure shock absorption support seat according to claim 1, wherein the T-shaped connecting block (5) is vertically welded at the center of the top surface of the support base plate (1), the number of the butt joint through holes (6) is four, the four butt joint through holes (6) are respectively formed in the positions, close to four corners, of the top surface of the T-shaped connecting block (5), the material of the support rubber block (7) is consistent with that of the isolation rubber sheet (3), the thickness of the support rubber block (7) is 3-5 times that of the isolation rubber sheet (3), and the thickness of the support rubber block (7) is larger than that of the connecting inserted rod (11).
4. The steel structure damping support according to claim 1, characterized in that the size of the top fixing plate (8) is consistent with the size of the T-shaped connecting block (5), the steel body rod (9) is vertically welded at the center of the top surface of the top fixing plate (8), the fixing insertion holes (10) are formed in the top surface of the top fixing plate (8) near four corners, and the fixing insertion holes (10) and the butt-joint through holes (6) are arranged in a one-to-one overlapping manner.
5. The steel structure damping support according to claim 1, characterized in that the number of the connecting inserted rods (11) is four, the four connecting inserted rods (11) penetrate through the fixing insertion holes (10) and extend to the inner side edge position of the butt joint through hole (6) at the bottom end, the threaded connecting rod (13) penetrates through the butt joint through hole (6) and extends to the outer side edge position of the opening at the bottom end, the diameter of the supporting spring (14) is larger than that of the fixing insertion holes (10) and the butt joint through hole (6), and the supporting spring (14) is vertically arranged between the top surface of the T-shaped connecting block (5) and the bottom surface of the top fixing plate (8).
6. The steel structure damping support according to claim 1, wherein the damping hole sleeve (16) is in an I-shaped structure and is clamped at the inner side edge position of the butt joint through hole (6) and the fixing insertion hole (10), the inner side edge of the clamping opening (17) is in butt joint at the outer side edge position of the supporting spring (14), the supporting columns (18) are made of high-density high-hardness rubber materials, the supporting columns (18) are arranged at the inner side edge position of the supporting rubber block (7) in a parallel vertical direction, and the material of the supporting ball body (19) is consistent with that of the supporting columns (18).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020412935.1U CN211948902U (en) | 2020-03-27 | 2020-03-27 | Steel construction damping support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020412935.1U CN211948902U (en) | 2020-03-27 | 2020-03-27 | Steel construction damping support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211948902U true CN211948902U (en) | 2020-11-17 |
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ID=73186348
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020412935.1U Expired - Fee Related CN211948902U (en) | 2020-03-27 | 2020-03-27 | Steel construction damping support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211948902U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112627339A (en) * | 2020-12-19 | 2021-04-09 | 台州学院 | Assembled building wall roof beam connection structure |
| CN113944264A (en) * | 2021-10-21 | 2022-01-18 | 华瓷(江苏)新材料科技有限公司 | Anti-seismic curtain wall structure and installation method thereof |
-
2020
- 2020-03-27 CN CN202020412935.1U patent/CN211948902U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112627339A (en) * | 2020-12-19 | 2021-04-09 | 台州学院 | Assembled building wall roof beam connection structure |
| CN113944264A (en) * | 2021-10-21 | 2022-01-18 | 华瓷(江苏)新材料科技有限公司 | Anti-seismic curtain wall structure and installation method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201117 Termination date: 20210327 |
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| CF01 | Termination of patent right due to non-payment of annual fee |