Typhoon-resisting reinforcing steel bar processing shed

Abstract

The utility model relates to the technical field of building construction, in particular to a typhoon-resisting reinforcing steel bar processing shed which comprises a supporting mechanism, a protection mechanism and a fixing mechanism, the supporting mechanism comprises at least two bases, stand columns, a main beam and a truss, the at least two bases are formed by pouring concrete, each base is connected with the corresponding stand column, and the main beam is connected with the corresponding stand column. The tops of the multiple stand columns are connected with the main beam, and the truss is arranged above the main beam. The protection mechanism comprises a top plate and a bottom plate, the top plate is arranged above the truss, a plurality of first purlines are arranged between the top plate and the upper surface of the truss and connected with the top plate through angle steel, the bottom plate is arranged between the truss and the main beam, and a plurality of second purlines are arranged between the bottom plate and the upper surface of the main beam; the fixing mechanism comprises an inclined strut and at least two steel wire ropes, the two ends of the inclined strut are connected with the stand columns and the main beam respectively, the at least two steel wire ropes are arranged along the diagonal lines of the trusses, and the machining shed is stable in structure, can resist typhoon attack and can be recycled.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a steel bar processing shed capable of resisting typhoons. Background Art

[0002] The southeastern coastal areas are frequently invaded by typhoons every year. For ordinary steel processing sheds, the hard protection on the top is only laid on the keel. When a typhoon hits, the hard protection wood boards and corrugated steel plates are easily overturned. The overturned materials pose a high risk of casualties. In addition, the fixing measures for the column feet of ordinary steel sheds cannot effectively resist large typhoons, and they are prone to overturning as a whole. The subsequent recovery will inevitably cause a waste of funds and easily cause damage to mechanical equipment, cable lines, etc. in the processing area. In view of the natural environment characteristics of coastal areas, ordinary steel processing sheds are improved and this kind of steel processing shed is designed, which can not only resist typhoons, but also achieve turnover. Utility Model Content

[0003] In order to solve the above technical problems, the utility model provides a typhoon-resistant steel bar processing shed which has a stable structure and can prevent overturning.

[0004] The utility model provides a steel bar processing shed capable of resisting typhoons, comprising:

[0005] A support mechanism, wherein the support mechanism comprises at least two bases, columns, a main beam and a truss, wherein at least two of the bases are formed by pouring concrete, each of the bases is connected to the columns, the tops of the plurality of columns are connected to the main beam, and the truss is arranged above the main beam;

[0006] A protection mechanism, the protection mechanism comprising a top plate and a bottom plate, the top plate being arranged above the truss, and a plurality of first purlins being arranged between the top plate and the upper surface of the truss, the plurality of first purlins being connected to the top plate through angle steels, the bottom plate being arranged between the truss and the main beam, and a plurality of second purlins being arranged between the bottom plate and the upper surface of the main beam;

[0007] The fixing mechanism comprises an oblique brace and at least two steel wire ropes, two ends of the oblique brace are respectively connected to the column and the main beam, and at least two of the steel wire ropes are arranged along the diagonal line of the top plate.

[0008] Optionally, a basket bolt is arranged in the middle of each steel wire rope.

[0009] Optionally, anchor bolts and embedded plates are provided at positions corresponding to the base, rib plates are provided at positions near the bottom of the side walls of the columns, the rib plates are welded to the embedded plates, and the anchor bolts pass through the embedded plates to be connected to the columns.

[0010] Optionally, each two adjacent columns are connected by two fixing columns arranged upper and lower, and the fixing columns are made of 100×100×5 square steel pipes.

[0011] Optionally, the top plate is a wooden plate, the thickness of which is 50 mm, and the bottom plate is a steel plate, the thickness of which is 1 mm.

[0012] Optionally, a connecting plate is provided between the top of the column and the main beam, the top of the column is welded to the connecting plate, and the main beam is connected to the connecting plate by bolts.

[0013] Optionally, connecting steel plates are welded at both ends of the diagonal brace, and are connected to the column and the main beam by bolts;

[0014] The diagonal brace is made of 100×100×5 square steel tube, the size of the connecting steel plate is 200×200×10, the distance between the bottom end of the diagonal brace and the main beam is 1m, and the angle between the diagonal brace and the column is 45°.

[0015] Optionally, the main beam adopts H-shaped steel of HW200×200×8×12, and the length of the main beam is 6m.

[0016] Optionally, the first purlin and the second purlin are both made of 40×40×3 square steel tubes.

[0017] Optionally, the column is made of H-shaped steel of HW200×200×8×12, and the height of the column is 3 to 4m.

[0018] Compared with the prior art, the technical solution provided by the embodiment of the utility model has the following beneficial effects:

[0019] The embodiment of the utility model provides a steel processing shed that can resist typhoons. By setting a supporting mechanism, the columns are fixed in a base formed by pouring concrete, thereby improving the stability of the bottom of the columns. Main beams and trusses are set above the columns, which is convenient for posting safety slogans and serves as a safety warning for construction personnel. By setting the columns in the middle of the main beams, it is convenient to transport and process materials, and it is avoided that the columns set around the main beams affect the processing and turning of materials. By setting a double-layer protective top plate and bottom plate, the anti-smashing and waterproof effects are respectively played. The first purlin and the second purlin can be used as keels for laying the top plate and the bottom plate to ensure the stability of the laying of the top plate and the bottom plate. By setting a fixing mechanism, the diagonal brace can connect the main beam and the column to ensure the stability of the overall frame of the processing shed. The steel wire ropes are cross-arranged on the top of the processing shed, and the steel wire ropes are set along the diagonal direction of the top plate. The ends of the steel wire ropes are respectively set on the four corners of the truss, thereby fixing the top of the processing shed and achieving an anti-overturning effect on typhoon days. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] The accompanying drawings herein are incorporated in and constitute a part of the specification, illustrate embodiments consistent with the present utility model, and together with the description, are used to explain the principles of the present utility model.

[0021] In order to more clearly illustrate the technical solutions in the embodiments of the utility model or the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, for ordinary technicians in this field, other drawings can be obtained based on these drawings without paying any creative labor.

[0022] Figure 1 A side view of a steel bar processing shed capable of resisting typhoons according to an embodiment of the utility model;

[0023] Figure 2 This is a front view of a steel bar processing shed for resisting typhoons according to an embodiment of the utility model;

[0024] Figure 3 A cross-sectional view of the connection between the column and the base plate according to an embodiment of the utility model;

[0025] Figure 4 This is a structural schematic diagram of the rib plate described in an embodiment of the utility model;

[0026] Figure 5 It is a cross-sectional view of the connection between the diagonal brace, the column and the main beam according to the embodiment of the utility model;

[0027] Figure 6 This is a schematic diagram of the structure of the anchor bolt according to an embodiment of the utility model;

[0028] Figure 7 This is a schematic diagram of the structure in which the steel wire ropes according to the embodiment of the utility model are arranged along the diagonal line of the truss;

[0029] Figure 8 This is a schematic diagram of the structure of fixing the top plate and the first purlin according to an embodiment of the utility model;

[0030] Fig. 9 This is a schematic structural diagram of the angle steel described in an embodiment of the utility model.

[0031] Among them, 1. base; 2. column; 3. main beam; 4. truss; 5. top plate; 6. bottom plate; 7. first purlin; 8. angle steel; 9. second purlin; 10. diagonal brace; 11. wire rope; 12. basket bolt; 13. anchor bolt; 14. embedded plate; 15. rib plate; 16. fixed column; 17. connecting plate; 18. connecting steel plate; 19. steel plate; 20. gasket. DETAILED DESCRIPTION

[0032] In order to more clearly understand the above-mentioned purpose, features and advantages of the utility model, the scheme of the utility model will be further described below. It should be noted that the embodiments of the utility model and the features in the embodiments can be combined with each other without conflict.

[0033] In the following description, many specific details are set forth to facilitate a full understanding of the present invention, but the present invention may also be implemented in other ways different from those described herein; obviously, the embodiments in the specification are only part of the embodiments of the present invention, rather than all of the embodiments.

[0034] Reference Figures 1 to 9 As shown, this embodiment provides a typhoon-resistant steel bar processing shed, including a supporting mechanism, a protective mechanism and a fixing mechanism.

[0035] Specifically, the supporting mechanism includes at least two bases 1, columns 2, main beams 3 and trusses 4. At least two bases 1 are formed by pouring concrete. Each base 1 is connected to a column 2. The tops of multiple columns 2 are connected to the main beam 3. The truss 4 is arranged above the main beam 3; the protective mechanism includes a top plate 5 and a bottom plate 6. The top plate 5 is arranged above the truss 4, and multiple first purlins 7 are arranged between the top plate 5 and the upper surface of the truss 4. The multiple first purlins 7 are connected to the top plate 5 through angle steels 8. The bottom plate 6 is arranged between the truss 4 and the main beam 3, and multiple second purlins 9 are arranged between the bottom plate 6 and the upper surface of the main beam 3; the fixing mechanism includes a diagonal brace 10 and at least two steel wire ropes 11. The two ends of the diagonal brace 10 are respectively connected to the column 2 and the main beam 3. At least two steel wire ropes 11 are arranged along the diagonal of the top plate 5.

[0036] Among them, refer to Figure 1 , Figure 2 , Figure 3 and Figure 8As shown, the base 1 is cast by C30 concrete with a length, width and height of 1000×1000×1000mm. After the overall ground of the steel processing shed is hardened, the construction of the main body of the steel processing shed begins. First, four columns 2 are installed on the base 1, and the lifting main beam 3 is connected to the top of the column 2 by bolts, and then the diagonal brace 10 is connected to the column 2 and the main beam 3 by bolts. After all the columns 2, main beams 3 and diagonal braces 10 are installed, The bolts are leveled and tightened, and then a plurality of second purlins 9 are set up above the main beam 3. The bottom plate 6 is fixed by bolts above the plurality of second purlins 9 to achieve a waterproof function. Then the truss 4 is welded above the main beam 3. The truss 4 includes a plurality of vertically arranged square steels. The truss 4 uses a square steel of 100×100×5, and a safety slogan is hung on the periphery of the truss 4. Then a plurality of first purlins 7 are welded above the truss 4. The top plate 5 is connected to the plurality of angle steels 8. The first purlin 7 is fixed. When laying the top plate 5, a trial laying is carried out first. The positions corresponding to the bolt holes of the angle steel 8 are marked on the top plate 5. After the holes are opened, the laying is carried out. The top plate 5 is connected to the angle steel 8 fixed on the first purlin 7 by M10 bolts. The top plate 5 has the function of preventing smashing. Of course, the spacing of the angle steel 8 can be arranged according to actual conditions. The first purlin 7 and the second purlin 9 can be used as keels for laying the top plate 5 and the bottom plate 6 to ensure the stability of the laying of the top plate 5 and the bottom plate 6. In order to ensure the stability of the entire supporting frame, the diagonal brace 10 is used to connect the column 2 and the main beam 3 to form a stable structure to improve the overall stability of the processing shed. By cross-arranging steel wire ropes 11 on the top of the processing shed, that is, above the top plate 5, and the steel wire ropes 11 are arranged along the diagonal direction of the top plate 5, the ends of the steel wire ropes 11 are respectively arranged on the four corners of the truss 4, thereby fixing the roof of the processing shed and achieving an anti-overturning effect during typhoon days.

[0037] In summary, the typhoon-resistant steel processing shed provided in the present embodiment, by setting a supporting mechanism, fixes the column 2 in the base 1 formed by pouring concrete, thereby improving the stability of the bottom of the column 2, and arranging the main beam 3 and the truss 4 above the column 2, so as to facilitate the posting of safety slogans and serve as a safety warning for construction personnel. By arranging the column 2 in the middle of the main beam 3, it is convenient to transport and process materials, and it is avoided that the columns 2 are arranged around the main beam 3 to affect the processing and turning of materials. By arranging the double-layer protective top plate 5 and bottom plate 6, respectively, In order to achieve the effect of anti-smashing and waterproofing, the first purlin 7 and the second purlin 9 can be used as the keel for laying the top plate 5 and the bottom plate 6 to ensure the stability of the laying of the top plate 5 and the bottom plate 6. By setting a fixing mechanism, the diagonal brace 10 can connect the main beam 3 and the column 2 to ensure the stability of the overall frame of the processing shed. The steel wire rope 11 is cross-arranged on the top of the processing shed, and the steel wire rope 11 is arranged along the diagonal direction of the top plate 5. The ends of the steel wire rope 11 are respectively arranged on the four corners of the truss 4, thereby fixing the roof of the processing shed and achieving an anti-overturning effect during typhoon days.

[0038] Further, see Figure 7 As shown, a basket bolt 12 is provided in the middle of each steel wire rope 11. Specifically, two steel wire ropes 11 are provided in the present embodiment, and the two steel wire ropes 11 are respectively cross-arranged along the diagonal lines of the top plate 5, and a basket bolt 12 is provided in the middle of each steel wire rope 11, which can adjust the tightness of the steel wire rope 11, so that the steel wire rope 11 is suitable for top plates 5 of different sizes. In typhoon days, it can be adaptively adjusted according to the deformation of the top plate 5, so as to avoid the steel wire rope 11 being too strong when used alone, resulting in serious deformation of the top plate 5 and the truss 4, thereby affecting the overall stability of the processing shed.

[0039] Reference Figure 3 , Figure 4 and Figure 6 As shown, anchor bolts 13 and embedded plates 14 are provided at positions corresponding to the base 1, ribs 15 are provided at positions near the bottom of the side walls of the columns 2, the ribs 15 are welded to the embedded plates 14, and the anchor bolts 13 pass through the embedded plates 14 to connect with the columns 2. Specifically, the base 1 is cast by C30 concrete with a length, width and height of 1000×1000×1000mm. The anchor bolts 13 are embedded before casting, and are positioned by a special leveling steel plate, and the reserved length is ensured to meet the requirements of the later connection with the columns 2. The anchor bolts 13 include eight M20 bolts, and the corresponding columns 2 are provided with eight bolt holes, and the bottom of the columns 2 is provided with bolt holes suitable for the connection of the anchor bolts 13, and the columns 2 need to be processed before connection. The factory welds a steel plate 19 at the bottom of the column 2 in advance. After transporting to the installation site, the bolt holes of the column 2 are aligned with the anchor bolts 13 for hoisting. After the hoisting is completed, a pad 20 is set on the steel plate 19 at the bottom of the column 2 and connected and fixed with two nuts. A rib plate 15 is set on the side wall of the column 2 near the bottom. The rib plate 15 is welded to the embedded plate 14. All welds are double-sided full welds, thereby expanding the contact area between the column 2 and the base 1 and improving the stability of the processing shed.

[0040] Reference Figure 2 As shown, each two adjacent columns 2 are connected by two upper and lower fixed columns 16, and the fixed columns 16 are made of 100×100×5 square steel pipes. Specifically, the columns 2 are connected by two upper and lower rows of fixed columns 16, so that the multiple columns 2 form a supporting whole, which improves the stability of the processing shed and makes it less likely to shake when the main beam 3 is set.

[0041] Reference Figure 1 and Figure 2As shown, the top plate 5 is a wooden board with a thickness of 50 mm, and the bottom plate 6 is a steel plate with a thickness of 1 mm. Specifically, this processing shed adopts double-layer protection, the upper layer uses a 50 mm thick wooden board to prevent smashing, and the lower layer uses a 1 mm post-corrugated steel plate to achieve a waterproof effect.

[0042] In order to facilitate the connection between the column 2 and the main beam 3, a connecting plate 17 is provided between the top of the column 2 and the main beam 3, the top of the column 2 is welded to the connecting plate 17, and the main beam 3 is connected to the connecting plate 17 by bolts. Specifically, the connecting plate 17 is a 200×300×10mm steel plate, and the connecting plate 17 is connected to the main beam 3 by M12 bolts.

[0043] Reference Figure 5 As shown, connecting steel plates 18 are welded at both ends of the diagonal brace 10, and are connected to the column 2 and the main beam 3 by bolts; the diagonal brace 10 adopts a square steel tube of 100×100×5, the size of the connecting steel plate 18 is 200×200×10mm, the distance between the bottom end of the diagonal brace 10 and the main beam 3 is 1m, and the angle between the diagonal brace 10 and the column 2 is 45°. Specifically, the two ends of the diagonal brace 10 have beveled edges, and the connecting steel plates 18 are welded on the beveled edges. Bolt holes are opened on the four top corners of the connecting steel plates 18. Each end of the diagonal brace 10 is connected to the column 2 and the main beam 3 respectively by four M12 bolts, and the angles between the diagonal brace 10 and the column 2 and the main beam 3 are 45°, forming two isosceles triangles, which improves the stability of the connection between the column 2 and the main beam 3 and is not easy to deform, thereby ensuring the safety of construction workers.

[0044] In this embodiment, the main beam 3 adopts H-shaped steel of HW200×200×8×12, the length of the main beam 3 is 6m, the first purlin 7 and the second purlin 9 both adopt 40×40×3 square steel tubes, the column 2 adopts H-shaped steel of HW200×200×8×12, and the height of the column 2 is 3 to 4m.

[0045] It should be noted that, in this article, relational terms such as "first" and "second" are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Moreover, the terms "include", "comprise" or any other variants thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements includes not only those elements, but also other elements not explicitly listed, or also includes elements inherent to such process, method, article or device. In the absence of further restrictions, the elements defined by the sentence "comprise a ..." do not exclude the existence of other identical elements in the process, method, article or device including the elements.

[0046] The above description is only a specific embodiment of the utility model, so that those skilled in the art can understand or implement the utility model. Various modifications to these embodiments will be obvious to those skilled in the art, and the general principles defined herein can be implemented in other embodiments without departing from the spirit or scope of the utility model. Therefore, the utility model will not be limited to the embodiments described herein, but should conform to the widest scope consistent with the principles and novel features of the utility model described herein.

Claims

1. A steel bar processing shed that can resist typhoons, characterized in that: include: A support mechanism, the support mechanism comprising at least two bases (1), columns (2), a main beam (3) and a truss (4), at least two of the bases (1) are formed by pouring concrete, each of the bases (1) is connected to the column (2), the tops of a plurality of the columns (2) are connected to the main beam (3), and the truss (4) is arranged above the main beam (3); A protection mechanism, the protection mechanism comprising a top plate (5) and a bottom plate (6), the top plate (5) being arranged above the truss (4), and a plurality of first purlins (7) being arranged between the top plate (5) and the upper surface of the truss (4), the plurality of first purlins (7) being connected to the top plate (5) via angle steels (8), the bottom plate (6) being arranged between the truss (4) and the main beam (3), and a plurality of second purlins (9) being arranged between the bottom plate (6) and the upper surface of the main beam (3); A fixing mechanism, the fixing mechanism comprising an oblique brace (10) and at least two steel wire ropes (11), the two ends of the oblique brace (10) being respectively connected to the column (2) and the main beam (3), and at least two of the steel wire ropes (11) being arranged along the diagonal line of the top plate (5).

2. The typhoon-resistant steel bar processing shed according to claim 1, characterized in that: A turnbuckle bolt (12) is arranged in the middle of each steel wire rope (11).

3. The typhoon-resistant steel bar processing shed according to claim 1, characterized in that: Anchor bolts (13) and embedded plates (14) are provided at positions corresponding to the base (1), rib plates (15) are provided at positions near the bottom of the side walls of the columns (2), the rib plates (15) are welded to the embedded plates (14), and the anchor bolts (13) pass through the embedded plates (14) to be connected to the columns (2).

4. The typhoon-resistant steel bar processing shed according to claim 1, characterized in that: Each two adjacent upright columns (2) are connected via two upper and lower fixed columns (16), and the fixed columns (16) are made of 100×100×5 square steel pipes.

5. The typhoon-resistant steel bar processing shed according to claim 1, characterized in that: The top plate (5) is a wooden board, and the thickness of the top plate (5) is 50 mm; the bottom plate (6) is a steel plate, and the thickness of the bottom plate (6) is 1 mm.

6. The typhoon-resistant steel bar processing shed according to claim 1, characterized in that: A connecting plate (17) is provided between the top of the column (2) and the main beam (3); the top of the column (2) is connected to the connecting plate (17) by welding, and the main beam (3) is connected to the connecting plate (17) by bolts.

7. The typhoon-resistant steel bar processing shed according to claim 1, characterized in that: Both ends of the diagonal brace (10) are welded with connecting steel plates (18), and are connected to the column (2) and the main beam (3) by bolts; The diagonal brace (10) is made of a 100×100×5 square steel tube, the size of the connecting steel plate (18) is 200×200×10, the distance between the bottom end of the diagonal brace (10) and the main beam (3) is 1m, and the angle between the diagonal brace (10) and the column (2) is 45°.

8. The typhoon-resistant steel bar processing shed according to claim 1, characterized in that: The main beam (3) is made of H-shaped steel of HW200×200×8×12, and the length of the main beam (3) is 6m.

9. The typhoon-resistant steel bar processing shed according to claim 1, characterized in that: The first purlin (7) and the second purlin (9) are both made of 40×40×3 square steel tubes.

10. The typhoon-resistant steel bar processing shed according to claim 1, characterized in that: The column (2) is made of H-shaped steel of HW200×200×8×12, and the height of the column (2) is 3 to 4 meters.

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