CN210508034U - Steel structure beam with high supporting strength and storage tank tower formed by steel structure beam - Google Patents
Steel structure beam with high supporting strength and storage tank tower formed by steel structure beam Download PDFInfo
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- CN210508034U CN210508034U CN201920973726.1U CN201920973726U CN210508034U CN 210508034 U CN210508034 U CN 210508034U CN 201920973726 U CN201920973726 U CN 201920973726U CN 210508034 U CN210508034 U CN 210508034U
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Abstract
The utility model belongs to the technical field of the building steel construction, in particular to steel construction roof beam and storage tank tower that forms with high support intensity, the cooperation is provided with first bracket on the H shaped steel, one kind or two kinds of combination in the second bracket, the bracket is structurally mainly by the upper plate, the hypoplastron, go up along and support the vertical gusset of face and hypoplastron upper plate down along fixed connection respectively down and constitute, first bracket is installed in the outside of the left flank board or the right flank board of H shaped steel, the second bracket is then installed on one of them side face of web, then fixed mounting has the horizontal support gusset that sets up with the cooperation of second bracket on the face of the other one side of web.
Description
Technical Field
The utility model belongs to the technical field of the building steel construction, in particular to steel construction roof beam and storage tank tower that forms with high support intensity.
Background
The basic structure of the current H-shaped steel is as follows: bilateral symmetry sets up and each other is two vertical rectangle pterygoid lamina that the face is parallel to each other, vertical setting in about between two pterygoid laminas and a rectangle web of face perpendicular to left wing board face and/or right wing board face, the left side of web along with right edge respectively fixed connection on the right board of left wing board and on the left board of right wing board, left wing board self uses the web to be the front and back symmetry form as the benchmark, right wing board self uses the web to be the front and back symmetry form as the benchmark.
Above-mentioned H shaped steel mainly can bear the power of left-right direction when as a supporting beam, and to fore-and-aft direction power, bearing capacity then is weaker, consequently at present mainly is to connect the installation bracket on the left face of the left pterygoid lamina of this H shaped steel or on the right face of right pterygoid lamina, and can not install the bracket on the preceding face of web or the back face to this H shaped steel's application has been restricted greatly.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides a steel structure beam with high supporting strength, which comprises H-shaped steel, wherein the H-shaped steel structurally comprises two vertical rectangular wing plates which are arranged in bilateral symmetry and are parallel to each other, and a rectangular web plate which is vertically arranged between the left wing plate and the right wing plate and has a plate surface perpendicular to the plate surface of the left wing plate and/or the plate surface of the right wing plate, the left edge and the right edge of the web plate are respectively and fixedly connected to the right plate surface of the left wing plate and the left plate surface of the right wing plate, the left wing plate is in front-back symmetry with the web plate as a reference, the right wing plate is in front-back symmetry with the,
one or the combination of two of the first bracket and the second bracket is arranged on the H-shaped steel in a matching way,
the first bracket is fixedly connected to the left side and/or the right side of the H-shaped steel, the first bracket connected to the left side of the H-shaped steel comprises a horizontal left upper plate extending out to the left on the left surface of a left wing plate, a horizontal left lower plate extending out to the left under the left upper plate on the left surface of the left wing plate, a vertical left rib plate extending out to the left on the left surface of the left wing plate, the upper edge and the lower edge of the left rib plate are respectively and fixedly connected and supported on the lower surface of the left upper plate and the upper surface of the left lower plate, the surface of the left rib plate is simultaneously vertical to the surfaces of the left upper plate, the left lower plate and the left wing plate,
the first bracket connected to the right side of the H-shaped steel comprises a horizontal right upper plate extending rightwards on the right plate surface of a right wing plate, a horizontal right lower plate extending rightwards under the right upper plate on the right plate surface of the right wing plate, a vertical right rib plate extending rightwards on the right plate surface of the right wing plate, an upper edge and a lower edge of the right rib plate are respectively fixedly connected and supported on the lower plate surface of the right upper plate and the upper plate surface of the right lower plate, the plate surface of the right rib plate is simultaneously vertical to the plate surfaces of the right upper plate, the right lower plate and the right wing plate,
the second bracket is fixedly connected to one side of the web plate surface, the second bracket comprises a horizontal upper plate extending outwards from the web plate surface, a horizontal lower plate extending outwards from the same surface of the web plate under the upper plate, a vertical rib plate extending outwards from the same surface of the web plate, a left edge of the upper plate and a left edge of the lower plate are both fixedly connected to a right surface of the left wing plate, a right edge of the upper plate and a right edge of the lower plate are both fixedly connected to a left surface of the right wing plate, an upper edge and a lower edge of the rib plate are respectively fixedly connected to and support a lower surface of the upper plate and an upper surface of the lower plate,
the plate surface on the other side of the second bracket on the web plate extends outwards to form a horizontal support rib plate which is matched with the second bracket, the horizontal support rib plate is positioned between the upper plate and the lower plate on the second bracket matched with the horizontal support rib plate at the horizontal height, and the left edge and the right edge of the horizontal support rib plate are fixedly connected to the right plate surface of the left wing plate and the left plate surface of the right wing plate respectively.
The scheme also provides a storage tank tower formed on the basis of the steel structural beam, which is mainly formed by splicing at least four H-shaped steels, a plurality of platforms and a plurality of diagonal braces,
the four H-shaped steels are respectively a front left H-shaped steel, a front right H-shaped steel, a rear left H-shaped steel and a rear right H-shaped steel, the four H-shaped steels are vertically arranged along the length direction of the H-shaped steels and are spliced into a vertical hollow cuboid shape, the bottom end of each H-shaped steel is fixed on the ground,
each platform is exactly horizontally embedded among the four H-shaped steels and is vertically arranged at intervals along the height direction, each platform is vertically and upwards supported above the ground through a corresponding bracket group, each single bracket group consists of first brackets and second brackets which are positioned at the same horizontal height and play a role of vertically and upwards supporting the corresponding platform simultaneously, each bracket group at least comprises a first bracket fixedly connected to the right side of the front left H-shaped steel, a second bracket fixedly connected to the rear side of the front left H-shaped steel, a first bracket fixedly connected to the left side of the front right H-shaped steel, a second bracket fixedly connected to the rear side of the front right H-shaped steel, a first bracket fixedly connected to the right side of the rear left H-shaped steel, a second bracket fixedly connected to the front side of the rear left H-shaped steel, a first bracket fixedly connected to the left side of the rear right H-shaped steel, and a second bracket fixedly connected to the front side of the rear right H-shaped steel,
different layers on the storage tank tower are arranged between the platform at the lowest part and the ground and between every two platforms adjacent up and down, inclined support rods are independently arranged in each layer, the lower end of each inclined support rod is fixedly connected to the ground in the layer where the inclined support rod is arranged or the upper surface of the platform below the inclined support rod in the layer, the upper end of each inclined support rod is correspondingly and fixedly connected to the lower surface of the platform at the top part in the same layer, a plurality of inclined support rods in each layer are bilaterally symmetrical in distribution and are simultaneously symmetrical front and back, each inclined support rod is inwards inclined from bottom to top along the length direction of the inclined support rod, a tension rod horizontally extends outwards from the middle position of each inclined support rod body, one end of each tension rod, which is far away from the inclined support rod where the inclined support rod is arranged, is respectively and correspondingly and fixedly,
wherein, in the layer between the platform at the lowest part and the ground, the connection points between the bottom ends of the inclined support rods and the ground are respectively and correspondingly abutted against different corners of the bottom of the hollow cuboid,
a plurality of auxiliary diagonal braces are independently arranged in each layer, and the thickness of each auxiliary diagonal brace is smaller than that of each diagonal brace.
Drawings
FIG. 1 is a schematic perspective view of a steel structural beam (with different angles) according to the present invention,
FIG. 2 is a schematic structural view (front view) of a storage tank tower of the present invention,
figure 3 is a cross-sectional view (looking down) a-a of figure 2,
FIG. 4 is a schematic view of the distribution of the corbels on the platform shown in FIG. 3 without the corresponding mechanisms on the platform,
figure 5 is a cross-sectional view (looking down) B-B of figure 2,
the steel comprises 1-H-shaped steel, 11-left wing plate, 12-right wing plate, 13-web plate, 21-left upper plate, 22-left lower plate, 23-left rib plate, 31-right upper plate, 32-right lower plate, 33-right rib plate, 41-upper plate, 42-lower plate, 43-rib plate, 44-horizontal supporting rib plate, 6-platform, 7-diagonal brace, 8-auxiliary diagonal brace, 9-tensioning rod, 10-ladder stand and 14-ground.
Detailed Description
It should be noted that the words "front", "back", "left", "right" (except where expressly limited in figure 1) used in the description of the present invention refer to directions in the drawings (figure 2), and "inner" and "outer" refer to directions toward and away from, respectively, the geometric center of a particular component, and are used for convenience in describing the present invention and to simplify the description, rather than to indicate or imply that the device or component being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention.
As shown in the attached drawings, the storage tank tower of the steel structure beam of the utility model is a vertical hollow cuboid shape surrounded by four H-shaped steels 1 (front left H-shaped steel, front right H-shaped steel, rear left H-shaped steel and rear right H-shaped steel) which are vertically arranged along the length direction of the storage tank tower, the bottom end of each H-shaped steel 1 is fixed on the ground,
each H-shaped steel 1 structurally comprises two vertical rectangular wing plates which are arranged in bilateral symmetry and are parallel to each other in a plane, namely a left wing plate 11 and a right wing plate 12, a vertical rectangular web plate 13 with the plate surface perpendicular to the plate surface of the left wing plate 11 and/or the right wing plate 12 is arranged between the left wing plate 11 and the right wing plate 12, the left edge and the right edge of the web plate 13 are respectively and fixedly connected to the right plate surface of the left wing plate 11 and the left plate surface of the right wing plate 12, the left wing plate 11 is in front-back symmetry with the web plate 13 as a reference, the right wing plate 12 is in front-back symmetry with the web plate 13 as a reference,
each H-shaped steel 1 is provided with a first bracket and a second bracket in a matching way,
the first bracket is fixedly connected to the left side or the right side of the H-shaped steel 1,
the first bracket connected to the left side of the H-shaped steel 1 comprises a horizontal left upper plate 21 extending leftwards on the left plate surface of a left wing plate 11, a horizontal left lower plate 22 extending leftwards under the left upper plate 21 on the left plate surface of the left wing plate 11, a vertical left rib plate 23 extending leftwards on the left plate surface of the left wing plate 11, the upper edge and the lower edge of the left rib plate 23 are respectively fixedly connected with and support the lower plate surface of the left upper plate 21 and the upper plate surface of the left lower plate 22, the plate surface of the left rib plate 23 is simultaneously vertical to the plate surfaces of the left upper plate 21, the left lower plate 22 and the left wing plate 11,
the first bracket connected to the right side of the H-shaped steel 1 comprises a horizontal right upper plate 31 extending out to the right on the right plate surface of a right wing plate 12, a horizontal right lower plate 32 extending out to the right under the right upper plate 31 on the right plate surface of the right wing plate 12, and a vertical right rib plate 33 extending out to the right on the right plate surface of the right wing plate 12, wherein the upper edge and the lower edge of the right rib plate 33 are respectively fixedly connected with and support the lower plate surface of the right upper plate 31 and the upper plate surface of the right lower plate 32, and the plate surface of the right rib plate 33 is simultaneously vertical to the plate surface of the right upper plate 31, the right lower plate 32 and the plate surface of the right wing plate 12 (on a single first bracket, each left rib plate 23 or each right rib plate 33 is symmetrically,
the second bracket is fixedly connected to one side of the web plate 13, the second bracket comprises a horizontal upper plate 41 extending outwards from the surface of the web plate 13, a horizontal lower plate 42 extending outwards from the same surface of the web plate 13 and located under the upper plate 41, and a vertical rib plate 43 extending outwards from the same surface of the web plate 13, the left edge of the upper plate 41 and the left edge of the lower plate 42 are both fixedly connected to the right surface of the left wing plate 11, the right edge of the upper plate 41 and the right edge of the lower plate 42 are both fixedly connected to the left surface of the right wing plate 12, the upper edge and the lower edge of the rib plate 43 are respectively fixedly connected to and support the lower surface of the upper plate 41 and the upper surface of the lower plate 42, and the surface of the rib plate 43 is perpendicular to the surface of the upper plate 41, the lower plate 42 and the surface of the web plate 13 (on a single second bracket, one rib plate 43 is symmetrically arranged left and right,
a horizontal support rib plate 44 matched with the second bracket extends outwards from the plate surface on the other side of the second bracket on the web plate 13, the horizontal support rib plate 44 is positioned between an upper plate 41 and a lower plate 42 on the second bracket matched with the horizontal support rib plate on the horizontal height, and the left edge and the right edge of the horizontal support rib plate 44 are respectively and fixedly connected to the right plate surface of the left wing plate 11 and the left plate surface of the right wing plate 12 (the two horizontal support rib plates 44 are matched with the single second bracket, and the two horizontal support rib plates 44 are arranged up and down);
the storage tank tower further comprises a plurality of platforms 6 and a plurality of inclined supporting rods 7, each platform 6 is just horizontally embedded between four H-shaped steels 1 and vertically arranged at intervals along the height direction, each platform 6 is vertically upwards supported above the ground through a corresponding bracket group, each bracket group consists of first brackets and second brackets which are located on the same horizontal height and simultaneously play a role in vertically upwards supporting the corresponding platform 6, each bracket group comprises a first bracket fixedly connected to the right side of the front left H-shaped steel, a second bracket fixedly connected to the rear side of the front left H-shaped steel, a first bracket fixedly connected to the left side of the front right H-shaped steel, a second bracket fixedly connected to the rear side of the front right H-shaped steel, a first bracket fixedly connected to the front side of the rear left H-shaped steel, a second bracket fixedly connected to the front side of the rear right H-shaped steel, a first bracket fixedly connected to the left side of the rear right H-shaped steel, a second bracket fixedly connected to the rear side of the rear left H-shaped steel, A second bracket fixedly connected with the front side of the rear right H-shaped steel (the specific distribution is shown in figure 4),
be located between platform 6 and the bottom ground of below, be the different layer on the storage tank tower between each upper and lower adjacent two platforms 6, all be provided with diagonal brace 7 in each layer independently, the lower extreme fixed connection of each diagonal brace 7 is on the subaerial of its place layer or on the platform 6 upper surface that is located below in this layer, then fixed connection is on the platform 6 lower surface that is located upper portion in same layer in the upper end, the quantity of diagonal brace 7 is four in each layer, and four diagonal brace 7 evenly distributed are in its layer at place, each diagonal brace 7 is along self length direction from bottom to top to be (hollow cuboid) internal inclination (as shown in figure 3), inclination is: the included angle between the inclined supporting rods and the horizontal plane is 60-70 degrees, the connecting points between the bottom ends of four inclined supporting rods 7 in the layer formed by the lowest platform 6 and the ground are in one-to-one correspondence and are close to 4 corners of the bottom of the hollow cuboid, and the inclined supporting rods 7 at corresponding positions (left front, right front, left back and right back) in all the layers are positioned on the same straight line along the length direction (as shown in figure 2);
a plurality of auxiliary diagonal braces 8 are independently arranged in each layer, the thickness of each auxiliary diagonal brace 8 is smaller than that of each diagonal brace 7, four auxiliary diagonal braces 8 are arranged in a layer formed by the lowest platform 6 and the bottom ground, the bottom ends of the auxiliary diagonal braces 8 are fixedly connected to the middle points of the rods of different diagonal braces 7 in the same layer in a one-to-one correspondence manner, and the top ends of the auxiliary diagonal braces 8 are fixedly connected to the lower surface of the platform 6 positioned at the upper part in the layer; in the other layers, the bottom ends of the auxiliary diagonal braces 8 are fixedly connected to the upper surface of the platform 6 positioned below in the layer where the auxiliary diagonal braces 8 are positioned and respectively and correspondingly abutted against the bottom ends of different diagonal braces 7 in the layer, the upper ends of the auxiliary diagonal braces are fixedly connected to the lower surface of the platform 6 positioned at the upper part in the same layer, and in the same layer, the auxiliary diagonal braces 8 can be uniformly distributed (as shown in figure 3) with reference to the diagonal braces 7 or can be arranged in a partially crossed manner (as shown in figure 5);
the central position of each inclined stay bar 7 extends out of the tension bar 9 horizontally, and one end of each tension bar 9, which is far away from the inclined stay bar 7 where the inclined stay bar is located, is fixedly connected to the four H-shaped steels 1 serving as the long edges of the hollow cuboid in a one-to-one correspondence manner along the straight line direction.
In the above-mentioned steel structure, not only the outer sides of the two wing plates of the H-beam 1 are installed with the corbels, but also the surface of the web plate 13 is installed with the corbels, generally, the surface of the web plate 13 cannot be installed with the corbels, because the web plate 13 is thinner in thickness, if the second corbel shown in the attached drawing 1(1) is welded on the surface of the web plate, when a heavy object is pressed on the upper surface of the upper plate 41, the rear edge of the rib plate 43 on the second corbel is forced to tightly push against the surface of the web plate 13 backwards (according to the direction indicated in the attached drawing 1 (1)), which easily causes stress damage such as backward sinking, backward bending, cracking, perforation and the like on the surface of the web plate 13, not only reduces the service life of the H-beam 1, but also brings great safety hazard, for this scheme, a horizontal supporting rib plate 44 is fixedly welded on the surface of the web plate 13 on the other side of the second corbel, the left edge and the right edge of the horizontal supporting rib plate 44 are fixedly welded on the wing plates, so that when the back edge of the rib plate 43 presses the plate surface of the web plate 13 backwards, the horizontal supporting rib plate 44 generates reaction force which can greatly offset the stress of the rib plate 43 on the plate surface of the web plate 13, thereby avoiding the damage of the stress on the plate surface of the web plate 13,
under the above action, as shown in fig. 4, not only the left and right sides (i.e. wing plates) of the H-shaped steel 1 can be provided with the stress support parts (i.e. corbels) of the support platform 6, but also the front and back sides (i.e. the surface of the web plate 13) of the H-shaped steel 1 can be provided with the stress support parts, so that the original four support parts are increased to the current 8 support parts, and the support for the load platform 6 and the corresponding components on the platform 6 is more stable and durable;
the storage tank tower constructed by the scheme is characterized in that the storage tank is arranged on the upper surface of the uppermost platform 6, the storage tank is stably supported at the position layer by layer through the platforms 6 of each layer below and the inclined support rods 7 (auxiliary inclined support rods 8) in each layer, and the inclined support rods 7 (auxiliary inclined support rods 8) are independently arranged between the adjacent layers and are not connected with each other. Compared with the long diagonal brace which can reach the ground directly from the storage tank, the cylindrical diagonal brace 7 used in the scheme has a smaller thickness (under the same supporting effect and supporting condition), because the four surrounding H-shaped steels 1 also have a certain supporting effect on the platform 6 and the storage tank at the top through the corbels, the pressure of the diagonal brace 7 is reduced,
meanwhile, except that the storage tank is arranged on the upper surface of the top platform 6, equipment such as a metering device, a screw conveyor and the like can be respectively arranged on the platforms 6 of other layers, the equipment is used for conveying materials in the storage tank to an above-ground storage tank car or pumping the materials in the above-ground storage tank car to the top storage tank, and due to the existence of the platform 6, workers can conveniently climb on the corresponding platform 6 through the ladder stand 10 to overhaul the equipment at any time;
according to the scheme, the tension rods 9 are further arranged between the inclined stay bars 7 on each layer and the external H-shaped steel 1, two ends of each tension rod 9 are simultaneously welded and fixed on the rod bodies of the inclined stay bars 7 and the rod bodies of the H-shaped steel 1, so that the inclined stay bars 7 and the H-shaped steel 1 are mutually fixed, four H-shaped steel 1 forming a hollow cuboid are similarly tensioned towards the inside (the hollow cuboid), and the risk that the tower body is easily separated due to the fact that the H-shaped steel 1 inclines outwards is further avoided;
in the layer formed by the lowest platform 6 and the bottom ground, the bottom ends of the auxiliary inclined supporting rods 8 are welded at the middle points of the rods of the inclined supporting rods 7 instead of the ground (as shown in figure 2), so that a large space is reserved at the position of the tower body close to the ground, and a vehicle can conveniently stop under the tower body to load and unload the stored material into and from the storage tank.
Claims (9)
1. The utility model provides a steel construction roof beam with high support intensity which characterized in that: the steel structure beam comprises H-shaped steel (1), the H-shaped steel (1) structurally comprises two vertical rectangular wing plates which are arranged in a bilateral symmetry mode and parallel to each other, namely a left wing plate (11) and a right wing plate (12), vertical and plate perpendicular to the plate surface of the left wing plate (11) and/or a rectangular web plate (13) of the plate surface of the right wing plate (12) are arranged between the left wing plate (11) and the right wing plate (12), the left edge and the right edge of the web plate (13) are respectively fixedly connected to the right plate surface of the left wing plate (11) and the left plate surface of the right wing plate (12), the left wing plate (11) is in a front-back symmetrical mode by taking the web plate (13) as a reference, and the right wing plate (12) is in a front-back symmetrical mode by taking the web plate (13) as a reference,
one or a combination of two of a first bracket and a second bracket is arranged on the H-shaped steel (1) in a matching way,
the first bracket is fixedly connected to the left side and/or the right side of the H-shaped steel (1),
the first bracket connected to the left side of the H-shaped steel (1) comprises a horizontal left upper plate (21) extending leftwards on the left plate surface of a left wing plate (11), a horizontal left lower plate (22) extending leftwards under the left upper plate (21) on the left plate surface of the left wing plate (11), and a vertical left rib plate (23) extending leftwards on the left plate surface of the left wing plate (11), wherein the upper edge and the lower edge of the left rib plate (23) are respectively fixedly connected with and support the lower plate surface of the left upper plate (21) and the upper plate surface of the left lower plate (22),
the first bracket connected to the right side of the H-shaped steel (1) comprises a horizontal right upper plate (31) extending out to the right on the right plate surface of the right wing plate (12), a horizontal right lower plate (32) extending out to the right under the right upper plate (31) on the right plate surface of the right wing plate (12), and a vertical right rib plate (33) extending out to the right on the right plate surface of the right wing plate (12), wherein the upper edge and the lower edge of the right rib plate (33) are respectively fixedly connected with and support the lower plate surface of the right upper plate (31) and the upper plate surface of the right lower plate (32);
the second bracket is fixedly connected to one side of the web plate (13), the second bracket comprises an upper horizontal plate (41) extending out of the web plate (13), a lower horizontal plate (42) extending out of the web plate (13) under the upper plate (41) and a vertical rib plate (43) extending out of the web plate (13) on the same plate, the left edge of the upper plate (41) and the left edge of the lower plate (42) are fixedly connected to the right plate of the left wing plate (11), the right edge of the upper plate (41) and the right edge of the lower plate (42) are fixedly connected to the left plate of the right wing plate (12), the upper edge and the lower edge of the rib plate (43) are respectively fixedly connected to and support the lower plate of the upper plate (41) and the upper plate of the lower plate (42),
lie in on web (13) outwards stretch out on the face of the other side of second bracket have with horizontal support gusset (44) that the cooperation of second bracket set up, horizontal support gusset (44) lie in on the level with it complex on the second bracket upper plate (41) with between hypoplastron (42), the left side edge and the right side edge of horizontal support gusset (44) are fixed connection to respectively on the right face of left wing board (11) with on the left face of right wing board (12).
2. The steel structural beam with high support strength as claimed in claim 1, wherein: the plate surface of the left rib plate (23) is perpendicular to the plate surfaces of the left upper plate (21), the left lower plate (22) and the left wing plate (11) at the same time.
3. The steel structural beam with high support strength as claimed in claim 1, wherein: the plate surface of the right rib plate (33) is perpendicular to the plate surfaces of the right upper plate (31), the right lower plate (32) and the right wing plate (12) at the same time.
4. The steel structural beam with high support strength as claimed in claim 1, wherein: the plate surface of the rib plate (43) is perpendicular to the plate surfaces of the upper plate (41), the lower plate (42) and the web plate (13) at the same time.
5. A storage tank tower based on the steel structural beam of any one of claims 1 to 4, characterized in that: the storage tank tower is mainly formed by splicing at least four H-shaped steels (1), a plurality of platforms (6) and a plurality of diagonal braces (7),
the four H-shaped steels (1) are respectively a front left H-shaped steel, a front right H-shaped steel, a rear left H-shaped steel and a rear right H-shaped steel, the four H-shaped steels (1) are vertically arranged along the length direction of the H-shaped steels and enclose a vertical hollow cuboid, the bottom ends of the H-shaped steels (1) are fixed on the ground,
each platform (6) all level just and inlay and locate between four aforementioned H shaped steel (1) and along the vertical range of direction of height with interval ground, each platform (6) respectively through corresponding bracket crowd by vertical upwards supporting in ground top, single bracket crowd by be located same level height, corresponding platform (6) play vertical upwards supporting effect's each first bracket and each simultaneously the second bracket constitutes jointly, each bracket crowd in include at least fixed connection in the preceding left side H shaped steel right side first bracket, fixed connection in the preceding left side H shaped steel rear side second bracket, fixed connection in the preceding right side H shaped steel left side first bracket, fixed connection in the preceding right side H shaped steel rear side second bracket, fixed connection in the back left side H shaped steel right side first bracket, The second bracket fixedly connected to the front side of the rear left H-shaped steel, the first bracket fixedly connected to the left side of the rear right H-shaped steel, and the second bracket fixedly connected to the front side of the rear right H-shaped steel,
different layers on the storage tank tower are arranged between the platform (6) at the lowest position and the bottom ground and between every two vertically adjacent platforms (6), the inclined supporting rods (7) are independently arranged in every layer, the lower end of each inclined supporting rod (7) is fixedly connected to the ground of the layer where the inclined supporting rod is arranged or the upper surface of the platform (6) positioned below the inclined supporting rod in the layer, and the upper end of each inclined supporting rod is correspondingly and fixedly connected to the lower surface of the platform (6) positioned at the upper part in the same layer.
6. The storage tank tower of claim 5, wherein: the inclined supporting rods (7) in each layer are distributed symmetrically left and right and front and back, each inclined supporting rod (7) is inclined inwards from bottom to top along the length direction of the inclined supporting rod,
in the layer formed by the platform (6) located at the lowest position and the ground, the connection points between the bottom ends of the inclined supporting rods (7) and the ground are respectively and correspondingly abutted against different corners of the bottom of the hollow cuboid.
7. The storage tank tower of claim 6, wherein: a plurality of auxiliary diagonal braces (8) are independently arranged in each layer, and the thickness of each auxiliary diagonal brace (8) is smaller than that of each diagonal brace (7).
8. The storage tank tower of claim 5, wherein: the body of each inclined supporting rod (7) horizontally extends out of a tensioning rod (9), and one end of each tensioning rod (9) far away from the inclined supporting rod (7) where the tensioning rod is located is respectively and correspondingly fixedly connected to different H-shaped steel (1) serving as the long side of the hollow cuboid.
9. The storage tank tower of claim 8, wherein: the middle position of the rod body of each inclined strut (7) extends outwards and horizontally out of the tightening rod (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920973726.1U CN210508034U (en) | 2019-06-26 | 2019-06-26 | Steel structure beam with high supporting strength and storage tank tower formed by steel structure beam |
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| CN201920973726.1U CN210508034U (en) | 2019-06-26 | 2019-06-26 | Steel structure beam with high supporting strength and storage tank tower formed by steel structure beam |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114718353A (en) * | 2022-05-11 | 2022-07-08 | 中国航空规划设计研究总院有限公司 | Wind-resistant column structure of large-span maintenance hangar |
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2019
- 2019-06-26 CN CN201920973726.1U patent/CN210508034U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114718353A (en) * | 2022-05-11 | 2022-07-08 | 中国航空规划设计研究总院有限公司 | Wind-resistant column structure of large-span maintenance hangar |
| CN114718353B (en) * | 2022-05-11 | 2022-08-16 | 中国航空规划设计研究总院有限公司 | Wind-resistant column structure of large-span maintenance hangar |
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