CN215290621U - Building construction is with preventing wind resistance to compression type environmental protection and energy saving steel construction - Google Patents
Building construction is with preventing wind resistance to compression type environmental protection and energy saving steel construction Download PDFInfo
- Publication number
- CN215290621U CN215290621U CN202120212174.XU CN202120212174U CN215290621U CN 215290621 U CN215290621 U CN 215290621U CN 202120212174 U CN202120212174 U CN 202120212174U CN 215290621 U CN215290621 U CN 215290621U
- Authority
- CN
- China
- Prior art keywords
- compression
- resistant
- steel
- vertical steel
- fixed
- Prior art date
- 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.)
- Active
Links
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a windproof and compression-resistant type environment-friendly energy-saving steel structure for building construction, which comprises a bottom plate, vertical steel columns and transverse steel beams, wherein the vertical steel columns are arranged on both sides of the top end of the bottom plate, the transverse steel beams are transversely arranged on the top end of the vertical steel columns, compression-resistant structures are inserted on both sides of the bottom plate, each compression-resistant structure comprises a compression-resistant shell, a fixed block, a rotating rod, a rotating block, a fixed plate, a pressure-relief spring, a telescopic rod and a damping spring, the compression-resistant shells are inserted on both sides of the bottom plate, the telescopic rod is fixed at the bottom end inside the compression-resistant shell, the utility model is provided with an adjusting structure at the middle position of both ends of the vertical steel columns to adjust the height of the steel structure up and down, a threaded rod penetrates through the both ends of the vertical steel columns through a through hole, and then nuts on both sides of the threaded rod are contacted with the vertical steel columns through rotating nuts, thereby reached fixed effect, can adjust the height of this steel construction at will to the convenience of this steel construction has been improved.
Description
Technical Field
The utility model relates to a steel construction technical field specifically is a building construction is with preventing wind resistance to compression type environmental protection and energy saving steel construction.
Background
With the continuous development of society, the building industry has been developed vigorously, and the decoration of house is one of its important component parts, and the steel construction has been used in large amount to the house when building, and the steel sheet has replaced reinforced concrete for the steel construction, and intensity is higher, and shock resistance is better, and because steel can reuse more green, received extensive needs, consequently need a building construction with prevent wind resistance to compression type environmental protection steel construction.
However, the conventional steel structure for building construction often has a height that cannot be adjusted, thereby reducing convenience of the steel structure for building construction.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide, the unable height-adjusting's of steel construction problem of this construction usefulness that proposes in solving above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a windproof and compression-resistant environment-friendly and energy-saving steel structure for building construction comprises a bottom plate, vertical steel columns and transverse steel beams, wherein the vertical steel columns are arranged on two sides of the top end of the bottom plate, the transverse steel beams are transversely arranged on the top end of the vertical steel columns, compression-resistant structures are inserted on two sides of the bottom plate, each compression-resistant structure comprises a compression-resistant shell, a fixed block, a rotating block, a fixed plate, a pressure relief spring, a telescopic rod and a damping spring, the compression-resistant shells are inserted on two sides of the bottom plate, the telescopic rod is fixed at the bottom end inside the compression-resistant shell, the damping spring is sleeved outside the telescopic rod, the fixed block is arranged at the top end of the telescopic rod, the rotating blocks are movably hinged on two sides of the fixed block, the rotating blocks are movably hinged on two sides, the rotating rods are movably hinged on two sides of the fixed block, and the fixed plate is arranged at the top end of the rotating block, the top end of the fixing plate is fixedly connected with the bottom plate.
Preferably, the top of vertical steel column all is provided with mosaic structure, mosaic structure includes supporting shoe, fixture block and draw-in groove, the draw-in groove all sets up the top at vertical steel column, the inside of draw-in groove all is provided with the fixture block, the one end of fixture block all is provided with the supporting shoe, the one end of supporting shoe all with horizontal girder steel fixed connection.
Preferably, the adjusting structures penetrate through the middle positions of the vertical steel columns and comprise through holes, nuts and threaded rods, the threaded rods penetrate through the middle positions of the bottom plate, the nuts are sleeved on the outer walls of the two ends of the threaded rods, and the through holes are formed in the two ends of the vertical steel columns.
Preferably, the clamping block is inserted into the clamping groove, and a clamping structure is formed between the clamping block and the clamping groove.
Preferably, the outer wall of the threaded rod is provided with an external thread, the inner wall of the nut is provided with an internal thread opposite to the external thread in direction, and the threaded rod and the nut are in threaded connection.
Preferably, the through holes are arranged in a plurality of numbers, and the through holes are distributed at the two ends of the vertical steel column at equal intervals.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the adjusting structure is arranged at the middle positions of the two ends of the vertical steel column to enable the steel structure to be vertically adjustable in height, the threaded rod penetrates through the two ends of the vertical steel column through the through hole, then the nuts on the two sides of the threaded rod are in contact with the vertical steel column through the rotating nut, and therefore the fixing effect is achieved, the height of the steel structure can be adjusted at will, and convenience of the steel structure is improved.
2. Be provided with compressive structures through the bottom at vertical steel column, when vertical steel column received the pressure of heavy object extrusion downwards, pressure contacts the fixed plate earlier, the dwang of establishing through the cover between fixed plate and the fixed block can pull open to both sides, pressure release spring also can the downward compression simultaneously, make pressure lose heart for a large part, then when the fixed block extrudees downwards, drive damping spring through telescopic link downward compression and play the effect of thorough resistance to compression, make this steel construction can not collapse when receiving pressure and rock, thereby the compressive property of this steel construction has been improved.
3. Through being provided with mosaic structure on the top at vertical steel column, through setting up the supporting shoe in the bottom of horizontal girder steel, make the fixture block form the joint from top to bottom inserting between the inside of establishing into the draw-in groove and the draw-in groove, make and link together between horizontal girder steel and the vertical steel column, make this steel construction be convenient for splice to the practicality of this steel construction has been improved.
Drawings
Fig. 1 is a schematic view of the front view cross-sectional structure of the present invention.
Fig. 2 is a schematic side view of the present invention.
Fig. 3 is a front view schematic diagram of the adjusting structure of the present invention.
Fig. 4 is the utility model discloses a mosaic structure elevation structure schematic diagram.
In the figure: 1. a base plate; 2. a compression resistant structure; 201. a compression resistant housing; 202. a fixed block; 203. rotating the rod; 204. rotating the block; 205. a fixing plate; 206. a pressure relief spring; 207. a telescopic rod; 208. a damping spring; 3. a vertical steel column; 4. splicing structures; 401. a support block; 402. a clamping block; 403. a card slot; 5. a transverse steel beam; 6. an adjustment structure; 601. a through hole; 602. a nut; 603. a threaded rod.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides an embodiment: a windproof and compression-resistant environment-friendly energy-saving steel structure for building construction comprises a bottom plate 1, vertical steel columns 3 and transverse steel beams 5, wherein the vertical steel columns 3 are arranged on two sides of the top end of the bottom plate 1, the transverse steel beams 5 are arranged on the top end of the vertical steel columns 3 transversely, compression-resistant structures 2 are inserted on two sides of the bottom plate 1, each compression-resistant structure 2 comprises a compression-resistant shell 201, a fixed block 202, a rotating rod 203, a rotating block 204, a fixed plate 205, a pressure relief spring 206, a telescopic rod 207 and a damping spring 208, the compression-resistant shells 201 are inserted on two sides of the bottom plate 1, the telescopic rod 207 is fixed at the bottom end inside the compression-resistant shell 201, the damping spring 208 is sleeved outside the telescopic rod 207, the fixed block 202 is arranged at the top end of the telescopic rod 207, the rotating rods 203 are movably hinged on two sides of the fixed block 202, the rotating block 204 is arranged above the fixed block 202, and the rotating rods 203 are movably hinged on two sides between the fixed block 202 and the rotating block 204, the top ends of the rotating blocks 204 are provided with fixing plates 205, and the top ends of the fixing plates 205 are fixedly connected with the base plate 1.
Specifically as shown in fig. 1, fig. 2 and fig. 3, through being provided with compressive structures 2 in the bottom of vertical steel column 3, when vertical steel column 3 receives the pressure of heavy object to extrude downwards, pressure contacts fixed plate 205 earlier, dwang 203 through establishing between fixed plate 205 and the fixed block 202 can pull open to both sides, pressure release spring 206 also can compress downwards simultaneously, make pressure lose heart for a large part, then when fixed block 202 extrudees downwards, it drives damping spring 208 to play the effect of thorough resistance to compression to compress downwards through telescopic link 207, make this steel construction can not collapse and rock when receiving pressure, thereby the compressive property of this steel construction has been improved.
The top of vertical steel column 3 all is provided with mosaic structure 4, and mosaic structure 4 includes supporting shoe 401, fixture block 402 and draw-in groove 403, and draw-in groove 403 all sets up on the top of vertical steel column 3, and the inside of draw-in groove 403 all is provided with fixture block 402, and the one end of fixture block 402 all is provided with supporting shoe 401, and the one end of supporting shoe 401 all with horizontal girder steel 5 fixed connection, fixture block 402 insert establish to the inside of draw-in groove 403, constitute the block structure between the inside of fixture block 402 and draw-in groove 403.
Specifically, as shown in fig. 1 and 4, the splicing structure 4 is arranged on the top end of the vertical steel column 3, the supporting block 401 is arranged at the bottom end of the transverse steel beam 5, the clamping block 402 is clamped between the inside inserted into the clamping groove 403 and the clamping groove 403 from top to bottom, the transverse steel beam 5 and the vertical steel column 3 are connected together, the steel structure is convenient to splice, and therefore the practicability of the steel structure is improved.
The intermediate position department of vertical steel column 3 has all run through and has adjusted structure 6, it includes through-hole 601 to adjust structure 6, nut 602 and threaded rod 603, threaded rod 603 all runs through the intermediate position department of bottom plate 1, all the cover is equipped with nut 602 on the outer wall at threaded rod 603 both ends, through-hole 601 has all been seted up at the both ends of vertical steel column 3, be provided with the external screw thread on the outer wall of threaded rod 603, be provided with the internal thread opposite with the external screw thread direction on the inner wall of nut 602, constitute threaded connection between threaded rod 603 and the nut 602, through-hole 601 is provided with a plurality of, through-hole 601 is the equal interval at the both ends of vertical steel column 3 and distributes.
Specifically, as shown in fig. 1 and 2, the height of the steel structure can be adjusted up and down by arranging the adjusting structures 6 at the middle positions of the two ends of the vertical steel column 3, the threaded rod 603 penetrates through the two ends of the vertical steel column 3 through the through hole 601, and then the nuts 602 on the two sides of the threaded rod 603 are in contact with the vertical steel column 3 through the rotating nuts 602, so that the fixing effect is achieved, the height of the steel structure can be adjusted at will, and the convenience of the steel structure is improved.
The working principle is as follows: during the use will, at first, through being provided with the height-adjusting about the intermediate position department at vertical steel column 3 both ends and making this steel construction height-adjusting from top to bottom, run through the both ends of vertical steel column 3 with threaded rod 603 through-hole 601, then make the nut 602 and the vertical steel column 3 of threaded rod 603 both sides contact through swivel nut 602 to reach fixed effect, can adjust the height of this steel construction at will, thereby improved the convenience of this steel construction.
Afterwards, be provided with compressive structures 2 through the bottom at vertical steel column 3, when vertical steel column 3 received the pressure of heavy object extrusion downwards, pressure contacts fixed plate 205 earlier, dwang 203 through establishing between fixed plate 205 and the fixed block 202 can pull open to both sides, pressure release spring 206 also can the downward compression simultaneously, make pressure lose heart for a large part, then when fixed block 202 extrudees downwards, drive damping spring 208 through telescopic link 207 downward compression and play the effect of thorough resistance to compression, make this steel construction can not collapse when receiving pressure and rock, thereby the compressive property of this steel construction has been improved.
Finally, through being provided with mosaic structure 4 on the top of vertical steel column 3, through setting up supporting shoe 401 in the bottom of horizontal girder steel 5, make fixture block 402 form the joint from top to bottom inserting and establishing between the inside of draw-in groove 403 and draw-in groove 403, make and link together between horizontal girder steel 5 and the vertical steel column 3, make this steel construction be convenient for splice to the practicality of this steel construction has been improved.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (6)
1. The utility model provides a building construction is with preventing wind resistance to compression type environmental protection and energy saving steel construction, includes bottom plate (1), vertical steel column (3) and horizontal girder steel (5), its characterized in that: the steel plate is characterized in that vertical steel columns (3) are arranged on two sides of the top end of the bottom plate (1), transverse steel beams (5) are transversely arranged on the top ends of the vertical steel columns (3), compression-resistant structures (2) are inserted into two sides of the bottom plate (1), each compression-resistant structure (2) comprises a compression-resistant shell (201), a fixed block (202), a rotating rod (203), a rotating block (204), a fixed plate (205), a pressure-relief spring (206), a telescopic rod (207) and a damping spring (208), the compression-resistant shells (201) are inserted into two sides of the bottom plate (1), the telescopic rods (207) are fixed at the bottom ends inside the compression-resistant shells (201), the damping springs (208) are sleeved outside the telescopic rods (207), the fixed blocks (202) are arranged at the top ends of the telescopic rods (207), the rotating rods (203) are movably hinged to two sides of the fixed blocks (202), the rotating blocks (204) are arranged above the fixed blocks (202), the both sides between fixed block (202) and turning block (204) are all movable articulated to have dwang (203), the top of turning block (204) all is provided with fixed plate (205), fixed connection between the top of fixed plate (205) all and bottom plate (1).
2. The wind-proof pressure-resistant environment-friendly energy-saving steel structure for building construction according to claim 1, characterized in that: the top end of the vertical steel column (3) is provided with a splicing structure (4), the splicing structure (4) comprises supporting blocks (401), clamping blocks (402) and clamping grooves (403), the clamping grooves (403) are formed in the top end of the vertical steel column (3), the clamping blocks (402) are arranged inside the clamping grooves (403), the supporting blocks (401) are arranged at one ends of the clamping blocks (402), and one ends of the supporting blocks (401) are fixedly connected with the transverse steel beams (5).
3. The wind-proof pressure-resistant environment-friendly energy-saving steel structure for building construction according to claim 1, characterized in that: adjusting structure (6) have all been run through to the intermediate position department of vertical steel column (3), adjusting structure (6) includes through-hole (601), nut (602) and threaded rod (603), threaded rod (603) all runs through the intermediate position department of bottom plate (1), all overlap on the outer wall at threaded rod (603) both ends and be equipped with nut (602), through-hole (601) have all been seted up at the both ends of vertical steel column (3).
4. The wind-proof pressure-resistant environment-friendly energy-saving steel structure for building construction according to claim 2, characterized in that: the clamping block (402) is inserted into the clamping groove (403), and a clamping structure is formed between the clamping block (402) and the clamping groove (403).
5. The wind-proof pressure-resistant environment-friendly energy-saving steel structure for building construction according to claim 3, characterized in that: the outer wall of the threaded rod (603) is provided with an external thread, the inner wall of the nut (602) is provided with an internal thread opposite to the external thread in direction, and the threaded rod (603) and the nut (602) are in threaded connection.
6. The wind-proof pressure-resistant environment-friendly energy-saving steel structure for building construction according to claim 3, characterized in that: the through holes (601) are provided with a plurality of through holes, and the through holes (601) are distributed at the two ends of the vertical steel column (3) at equal intervals.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202120212174.XU CN215290621U (en) | 2021-01-26 | 2021-01-26 | Building construction is with preventing wind resistance to compression type environmental protection and energy saving steel construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202120212174.XU CN215290621U (en) | 2021-01-26 | 2021-01-26 | Building construction is with preventing wind resistance to compression type environmental protection and energy saving steel construction |
Publications (1)
Publication Number | Publication Date |
---|---|
CN215290621U true CN215290621U (en) | 2021-12-24 |
Family
ID=79530306
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202120212174.XU Active CN215290621U (en) | 2021-01-26 | 2021-01-26 | Building construction is with preventing wind resistance to compression type environmental protection and energy saving steel construction |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN215290621U (en) |
-
2021
- 2021-01-26 CN CN202120212174.XU patent/CN215290621U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN211447286U (en) | Assembled H shaped steel roof beam connection structure | |
CN211735945U (en) | Steel construction building assembled heat preservation wallboard | |
CN111535476A (en) | Steel construction energy-saving building thermal insulation wall | |
CN215290621U (en) | Building construction is with preventing wind resistance to compression type environmental protection and energy saving steel construction | |
CN111594234A (en) | Steel frame joint suitable for large-deformation highway tunnel | |
CN219527662U (en) | Municipal road foundation pit supporting structure | |
CN214994645U (en) | Energy-saving heat-insulating light steel assembled house | |
CN215406723U (en) | Integrated assembly type building house | |
CN210342722U (en) | Adjustable supporting device for assembly type building | |
CN221119434U (en) | Rail guard with folding equipment function | |
CN216865612U (en) | Stone curtain wall with good heat preservation effect | |
CN109113200B (en) | Double-side damping beam column hinge joint | |
CN216892827U (en) | Steel construction convenient to equipment for assembly type structure | |
CN221305806U (en) | Solar photovoltaic panel mounting structure suitable for various topography | |
CN219471305U (en) | Light steel joist for mounting building curtain wall | |
CN219773351U (en) | Honeycomb board convenient to dismantle | |
CN213953170U (en) | Steel construction assembled earthquake-resistant building | |
CN216157254U (en) | Support frame for construction | |
CN217204014U (en) | Stagnant water structure of H shaped steel sheet pile ground wall even | |
CN114541745B (en) | Cylindrical wood formwork reinforcing device | |
CN211114965U (en) | Assembled building support frame | |
CN219080676U (en) | Wall structure for building engineering | |
CN215253399U (en) | Green assembly type building light steel wall and foundation fixing component | |
CN211900025U (en) | Construction adjustable rail guard is built in room | |
CN216649570U (en) | Connecting piece suitable for photovoltaic board |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |