CN220203442U - Large-span assembled space steel network building structure - Google Patents
Large-span assembled space steel network building structure Download PDFInfo
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- CN220203442U CN220203442U CN202321157851.8U CN202321157851U CN220203442U CN 220203442 U CN220203442 U CN 220203442U CN 202321157851 U CN202321157851 U CN 202321157851U CN 220203442 U CN220203442 U CN 220203442U
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- sliding
- building structure
- fixedly connected
- network building
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 36
- 239000010959 steel Substances 0.000 title claims abstract description 36
- 238000003466 welding Methods 0.000 claims description 3
- 230000033001 locomotion Effects 0.000 description 8
- 238000009434 installation Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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Abstract
The utility model relates to the technical field of steel structure buildings and discloses a large-span assembled space steel network building structure which comprises a base, wherein two sliding plates are arranged on two sides of the top surface of the base, first guide rails are fixedly connected to two sides of the top surface of the two sliding plates, and first limiting blocks are fixedly connected to two ends of the four first guide rails. According to the utility model, the sliding blocks are connected in a sliding manner in the four first guide rails, the two ends of the four connecting rods are respectively connected with the top ends of the four sliding blocks and the two sides of the bottom surfaces of the two fixing seats in a rotating manner through the pins, the two limiting pipes are respectively connected with the two limiting columns in a sliding manner, and then the four first adjusting bolts are rotated to further push the four sliding blocks to slide along the four first guide rails, so that the four connecting rods are pushed to rotate, the relative heights of the two fixing seats are adjusted, the purpose of adjusting the mounting heights of the supporting beams is achieved, and a user can conveniently adjust the mounting heights of the supporting beams according to requirements.
Description
Technical Field
The utility model relates to the technical field of steel structure buildings, in particular to a large-span assembled space steel network building structure.
Background
The steel structure building is a novel building system, the industry boundary between the house industry, the building industry and the metallurgical industry is broken through, the steel structure building system is generally seen by the industry, compared with the traditional concrete building, the steel structure building is replaced by steel plates or section steel, the strength is higher, the shock resistance is better, the large-span space structure is one of important marks of the state building science and technology development level, the world research and development of the space structure are very important, such as international exposition, olympic games, sub-congress and the like, the state of the building science and technology level of the country is shown by the novel space structure, the space structure is one mark for measuring the state of the building technology level, the problem that the existing steel structure is poor in regulation effect is pointed out in the prior art through search, but the existing large-span assembled space steel network building structure has the following defects when in use: the installation position of the existing large-span assembled space steel network building structure is relatively fixed, so that the height and position fine adjustment is inconvenient to conduct, and the installation and the use of a user are affected.
Disclosure of Invention
The utility model aims to solve the defects in the prior art and provides a large-span assembled space steel network building structure.
In order to achieve the above purpose, the present utility model adopts the following technical scheme:
the utility model provides a large-span assembled space steel network building structure, includes the base, the both sides of base top surface all are provided with two sliding plates, two the equal fixedly connected with first guide rail in both sides of sliding plate top surface, four the equal fixedly connected with in both ends of first guide rail is first stopper, eight the equal threaded connection of one end of first stopper has first adjusting bolt, four the equal sliding connection in inside of first guide rail has the slider, four the equal rotation in top of slider is connected with the connecting rod, the top of sliding plate all is provided with the fixing base that can carry out vertical motion, two the both sides of fixing base bottom surface are connected with the top rotation of four connecting rods respectively, two the top fixedly connected with supporting beam of fixing base.
By above-mentioned arbitrary scheme preferred, the both sides of base top surface are all fixedly connected with three second guide rail, two slide plate respectively with six second guide rail sliding connection, be convenient for carry out spacingly to two slide plates through using this scheme, and be convenient for carry out steady rest to two slide plates.
By the equal fixedly connected with second stopper in four corners of above-mentioned arbitrary scheme preferred, four the equal threaded connection in one side that second guide rail was kept away from to the second stopper has second adjusting bolt, four second adjusting bolt's tip is laminated mutually with the both ends of two sliding plates respectively, is convenient for carry out spacing to two sliding plates through using this scheme, and four second adjusting bolt are rotated simultaneously in proper order, and then are convenient for promote two sliding plates and carry out the position movement along the inside of six second guide rails to be convenient for drive supporting beam and carry out longitudinal displacement, adjust supporting beam's relative position.
By any of the above-mentioned solutions, it is preferable that the length of two of the sliding plates is smaller than the width of the base, a gap is left between the bottom surfaces of the two sliding plates and the base, and by using this solution, it is convenient to reserve operation spaces for four third adjusting bolts to be mounted later.
By the above-mentioned arbitrary scheme preferred, two the spacing groove has all been seted up to the both sides of sliding plate bottom surface, four the equal sliding connection in inside in spacing groove has third adjusting bolt, four third adjusting bolt respectively with the bottom threaded connection of four sliders, use this scheme be convenient for after four slider position adjustment finishes, through four third adjusting bolt of screwing to be convenient for increase the frictional force between four slider bottoms and the four first guide rails, improve the stability of four sliders, be convenient for carry out steady rest to two fixing bases.
By the above-mentioned arbitrary scheme preferred, two equal fixedly connected with spacing post in middle part of sliding plate top surface, two equal fixedly connected with spacing pipe in middle part of fixing base bottom surface, two spacing pipe respectively with two spacing post sliding connection, be convenient for carry out spacingly to the motion of two fixing bases through using this scheme, make two fixing bases under the pushing action of four connecting rods, only can carry out the motion of vertical direction, guarantee overall structure's stability.
By above-mentioned arbitrary scheme preferred eight first stopper all pass through the welding mode respectively with two sliding plate fixed connection, eight first stopper is located the both ends of four first guide rails respectively, is convenient for carry out spacingly to four sliders through using this scheme, prevents that four sliders from the inside unexpected roll-off of four first guide rails, and four first stoppers are convenient for provide the support for four first adjusting bolt simultaneously, are convenient for promote four sliders and slide.
By the above-mentioned arbitrary scheme preferred, four the both ends of connecting rod all pass through the pin respectively with the top of four sliders and the both sides rotation connection of two fixing base bottoms, be convenient for make four connecting rods be connected four sliders and two fixing bases through using this scheme to be convenient for through adjusting the slider in four inside positions of first guide rail, and then promote two fixing bases and carry out vertical motion.
By the above-mentioned arbitrary scheme preferred, supporting beam passes through bolt and two fixing bases fixed connection, is convenient for make supporting beam and two fixing bases be connected as an organic wholely through using this scheme, and then is convenient for through the relative position of adjusting four sliders to promote two fixing bases and supporting beam and carry out altitude mixture control.
By above-mentioned arbitrary scheme preferred, two the appearance of fixing base is concave font, is convenient for carry out spacingly to a supporting beam through using this scheme, is convenient for carry out fixed connection with a supporting beam and two fixing bases through the bolt.
The beneficial effects of the utility model are as follows:
1. according to the large-span assembled space steel network building structure and the operation method, the sliding blocks are connected in a sliding mode through the inner parts of the four first guide rails, the two ends of the four connecting rods are respectively connected with the top ends of the four sliding blocks and the two sides of the bottom surfaces of the two fixing seats in a rotating mode through pins, the two limiting pipes are respectively connected with the two limiting columns in a sliding mode, the four first adjusting bolts are rotated, the four sliding blocks are pushed to slide along the inner parts of the four first guide rails, the four connecting rods are pushed to rotate, the relative heights of the two fixing seats are adjusted, the purpose that the installation height of the supporting beam is adjusted is achieved, and a user can conveniently adjust the installation height of the supporting beam according to needs.
2. According to the large-span assembled space steel network building structure and the operation method, three second guide rails are fixedly connected to two sides of the top surface of the base, two sliding plates are respectively connected with six second guide rails in a sliding mode, one sides, far away from the second guide rails, of four second limiting blocks are respectively connected with second adjusting bolts in a threaded mode, and then the four second adjusting bolts are respectively rotated, so that the two sliding plates are pushed to slide along the inner portions of the six second guide rails, the supporting beam is pushed to move in position, and the purpose of fine adjustment of the position of the supporting beam is achieved.
3. According to the large-span assembled space steel network building structure and the operation method, the third adjusting bolts are connected with the inner parts of the four limiting grooves in a sliding mode, the four third adjusting bolts are connected with the bottom ends of the four sliding blocks in a threaded mode respectively, after the position of the four sliding blocks is adjusted, the four third adjusting bolts are screwed, locking of the four sliding blocks is facilitated, friction between the four sliding blocks and the bottom surfaces of the inner walls of the four first guide rails is increased, the four sliding blocks are stably placed in the inner parts of the four first guide rails, and further the two fixing seats and the supporting beam are stably supported through the four connecting rods.
Drawings
FIG. 1 is a schematic diagram of an explosion structure of a large-span assembled space steel network building structure according to the present utility model;
FIG. 2 is a schematic diagram of an assembled structure of a large-span assembled space steel network building structure according to the present utility model;
FIG. 3 is a schematic view of a first view angle structure of a sliding plate of a large-span assembled space steel network building structure according to the present utility model;
FIG. 4 is a schematic view of a second view angle structure of a sliding plate of a large-span assembled space steel network building structure according to the present utility model;
fig. 5 is a schematic diagram of a fixing seat structure of a large-span assembled space steel network building structure according to the present utility model.
In the figure: the device comprises a 1-base, a 2-second limiting block, a 3-second adjusting bolt, a 4-sliding plate, a 5-first adjusting bolt, a 6-limiting column, a 7-fixing seat, an 8-sliding block, a 9-supporting beam, a 10-limiting pipe, an 11-connecting rod, a 12-first limiting block, a 13-first guide rail, a 14-second guide rail, a 15-limiting groove and a 16-third adjusting bolt.
Detailed Description
The technical scheme of the patent is further described in detail below with reference to the specific embodiments.
Embodiments of the present patent are described in detail below, examples of which are illustrated in the accompanying drawings, wherein the same or similar reference numerals refer to the same or similar elements or elements having the same or similar functions throughout. The embodiments described below by referring to the drawings are exemplary only for explaining the present patent and are not to be construed as limiting the present patent.
Referring to fig. 1-5, a large-span assembled space steel network building structure, which comprises a base 1, two sides of the top surface of the base 1 are provided with two sliding plates 4, two sides of the top surface of the two sliding plates 4 are fixedly connected with first guide rails 13, two ends of four first guide rails 13 are fixedly connected with first limiting blocks 12, one ends of eight first limiting blocks 12 are fixedly connected with first adjusting bolts 5, the inside of four first guide rails 13 is fixedly connected with sliding blocks 8 in a sliding manner, the top ends of the four sliding blocks 8 are fixedly connected with connecting rods 11 in a rotating manner, the tops of the sliding plates 4 are provided with fixing seats 7 capable of vertically moving, two sides of the bottom surfaces of the two fixing seats 7 are respectively connected with the top ends of the four connecting rods 11 in a rotating manner, and the top ends of the two fixing seats 7 are fixedly connected with supporting beams 9.
Two sides of the top surface of the base 1 are fixedly connected with three second guide rails 14, and two sliding plates 4 are respectively in sliding connection with six second guide rails 14, so that stable support is conveniently carried out on the two sliding plates 4.
The equal fixedly connected with second stopper 2 in four corners of base 1 top surface, the equal threaded connection in one side that second guide rail 14 was kept away from to four second stoppers 2 has second adjusting bolt 3, and the tip of four second adjusting bolt 3 laminates mutually with the both ends of two sliding plates 4 respectively, as an optional technical scheme of this application, the rotation is four second adjusting bolt 3 in proper order like this, and then is convenient for promote two sliding plates 4 to carry out the position movement along the inside of six second guide rails 14.
The length of the two sliding plates 4 is smaller than the width of the base 1, and a gap is reserved between the bottom surfaces of the two sliding plates 4 and the base 1, so that an operation space is reserved for four third adjusting bolts 16 which are installed subsequently.
Limiting grooves 15 are formed in two sides of the bottom surfaces of the two sliding plates 4, third adjusting bolts 16 are slidably connected in the four limiting grooves 15, the four third adjusting bolts 16 are in threaded connection with the bottom ends of the four sliding blocks 8 respectively, and as an optional technical scheme of the application, the four third adjusting bolts 16 are screwed, so that friction force between the bottom ends of the four sliding blocks 8 and the four first guide rails 13 is increased conveniently.
The equal fixedly connected with spacing post 6 in middle part of two sliding plate 4 top surfaces, the equal fixedly connected with spacing pipe 10 in middle part of two fixing base 7 bottom surfaces, two spacing pipes 10 respectively with two spacing posts 6 sliding connection, as an optional technical scheme of this application, be convenient for spacing the motion of two fixing bases 7 like this, make two fixing bases 7 under the pushing action of four connecting rods 11, only can carry out the motion of vertical direction.
Eight first stopper 12 all pass through the welding mode respectively with two sliding plate 4 fixed connection, eight first stopper 12 are located the both ends of four first guide rails 13 respectively, as an optional technical scheme of this application, are convenient for carry out spacing to four sliders 8 like this, prevent four sliders 8 from the unexpected roll-off in inside of four first guide rails 13.
The both ends of four connecting rods 11 all rotate through the pin with the top of four sliders 8 and the both sides of two fixing bases 7 bottom surfaces respectively and are connected, as an optional technical scheme of this application, be convenient for make four connecting rods 11 be connected four sliders 8 with two fixing bases 7 like this.
The supporting beam 9 is fixedly connected with the two fixing seats 7 through bolts, and as an alternative technical scheme of the application, the supporting beam 9 and the two fixing seats 7 are connected into a whole conveniently, and the relative positions of the four sliding blocks 8 are adjusted conveniently.
The appearance of two fixing bases 7 is the concave shape, as an optional technical scheme of this application, is convenient for carry out spacingly to supporting beam 9 like this, is convenient for carry out fixed connection with supporting beam 9 and two fixing bases 7 through the bolt.
The operation method of the large-span assembled space steel network building structure comprises the following steps:
1) When the height of the supporting beam 9 is adjusted, the four first adjusting bolts 5 are rotated to further push the four sliding blocks 8 to slide along the inner parts of the four first guide rails 13, push the four connecting rods 11 to rotate, and adjust the relative heights of the two fixing seats 7 and the supporting beam 9;
2) When the support beam 9 moves longitudinally, the four second adjusting bolts 3 are respectively rotated to push the two sliding plates 4 to slide along the inner parts of the six second guide rails 14, so that the support beam 9 is pushed to move in position, and the position of the support beam 9 is finely adjusted.
In summary, when the device is used by a user, the sliding blocks 8 are slidably connected through the interiors of the four first guide rails 13, two ends of the four connecting rods 11 are rotationally connected with the top ends of the four sliding blocks 8 and two sides of the bottom surfaces of the two fixing seats 7 respectively through pins, the two limiting pipes 10 are slidably connected with the two limiting posts 6 respectively, the four first adjusting bolts 5 are rotated to further push the four sliding blocks 8 to slide along the interiors of the four first guide rails 13, thereby pushing the four connecting rods 11 to rotate and adjusting the relative heights of the two fixing seats 7, thereby realizing the purpose of adjusting the mounting height of the supporting beam 9, facilitating the user to adjust the mounting height of the supporting beam 9 according to the needs, three second guide rails 14 are fixedly connected to two sides of the top surface of the base 1, the two sliding plates 4 are slidably connected with the six second guide rails 14 respectively, the side of the four second limiting blocks 2 far away from the second guide rails 14 is connected with second adjusting bolts 3 in a threaded manner, the four second adjusting bolts 3 are screwed respectively, so that the two sliding plates 4 are pushed to slide along the inner parts of the six second guide rails 14, the supporting beam 9 is pushed to move in position, the purpose of fine adjustment of the position of the supporting beam 9 is achieved, finally, third adjusting bolts 16 are connected with the inner parts of the four limiting grooves 15 in a sliding manner, the four third adjusting bolts 16 are connected with the bottom ends of the four sliding blocks 8 in a threaded manner respectively, after the position of the four sliding blocks 8 is adjusted, the four third adjusting bolts 16 are screwed, thereby facilitating the locking of the four sliding blocks 8, increasing the friction force between the four sliding blocks 8 and the inner wall bottom surfaces of the four first guide rails 3, enabling the four sliding blocks 8 to be stably placed in the inner parts of the four first guide rails 3, and further, the two fixing seats 7 and the supporting beam 9 are conveniently and stably supported by the four connecting rods 11.
The foregoing is only a preferred embodiment of the present utility model, but the scope of the present utility model is not limited thereto, and any person skilled in the art, who is within the scope of the present utility model, should make equivalent substitutions or modifications according to the technical scheme of the present utility model and the inventive concept thereof, and should be covered by the scope of the present utility model.
Claims (10)
1. The utility model provides a large-span assembled space steel network building structure, includes base (1), its characterized in that, the both sides of base (1) top surface all are provided with two sliding plates (4), two the equal fixedly connected with first guide rail (13) in both sides of sliding plate (4) top surface, four the equal fixedly connected with first stopper (12) in both ends of first guide rail (13), eight the equal threaded connection of one end of first stopper (12) has first adjusting bolt (5), four the equal sliding connection in inside of first guide rail (13) has slider (8), four the equal swivelling joint in top of slider (8) has connecting rod (11), the top of sliding plate (4) all is provided with fixing base (7), two the both sides of fixing base (7) bottom surface are connected with the top rotation of four connecting rods (11) respectively, two the top fixedly connected with supporting beam (9) of fixing base (7).
2. The large-span assembled space steel network building structure according to claim 1, wherein three second guide rails (14) are fixedly connected to two sides of the top surface of the base (1), and two sliding plates (4) are respectively and slidably connected with six second guide rails (14).
3. The large-span assembled space steel network building structure according to claim 2, wherein the four corners of the top surface of the base (1) are fixedly connected with second limiting blocks (2), one side, far away from the second guide rail (14), of each second limiting block (2) is connected with a second adjusting bolt (3) in a threaded manner, and the end parts of each second adjusting bolt (3) are respectively attached to the two ends of each two sliding plates (4).
4. A large span assembled space steel network building structure according to claim 3, characterized in that the length of two said sliding plates (4) is smaller than the width of the base (1), and that a gap is left between the bottom surfaces of two said sliding plates (4) and the base (1).
5. The large-span assembled space steel network building structure according to claim 4, wherein limiting grooves (15) are formed in two sides of the bottom surface of each sliding plate (4), third adjusting bolts (16) are slidably connected in the four limiting grooves (15), and the four third adjusting bolts (16) are respectively in threaded connection with the bottom ends of the four sliding blocks (8).
6. The large-span assembled space steel network building structure according to claim 5, wherein the middle parts of the top surfaces of the two sliding plates (4) are fixedly connected with limiting columns (6), the middle parts of the bottom surfaces of the two fixed seats (7) are fixedly connected with limiting pipes (10), and the two limiting pipes (10) are respectively and slidably connected with the two limiting columns (6).
7. The large-span assembled space steel network building structure according to claim 6, wherein eight first limiting blocks (12) are fixedly connected with two sliding plates (4) respectively in a welding mode, and the eight first limiting blocks (12) are located at two ends of four first guide rails (13) respectively.
8. The large-span assembled space steel network building structure according to claim 7, wherein two ends of the four connecting rods (11) are respectively connected with the top ends of the four sliding blocks (8) and two sides of the bottom surfaces of the two fixing seats (7) in a rotating manner through pins.
9. The large-span assembled spatial steel network building structure according to claim 8, characterized in that the supporting beam (9) is fixedly connected with the two fixing seats (7) through bolts.
10. A large span assembled space steel network building structure according to claim 9, characterized in that both fixing seats (7) are in the shape of a concave.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321157851.8U CN220203442U (en) | 2023-05-15 | 2023-05-15 | Large-span assembled space steel network building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321157851.8U CN220203442U (en) | 2023-05-15 | 2023-05-15 | Large-span assembled space steel network building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220203442U true CN220203442U (en) | 2023-12-19 |
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ID=89148823
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321157851.8U Active CN220203442U (en) | 2023-05-15 | 2023-05-15 | Large-span assembled space steel network building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220203442U (en) |
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2023
- 2023-05-15 CN CN202321157851.8U patent/CN220203442U/en active Active
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