Steel structure device of portal steel frame plant

Abstract

The utility model discloses a door-type steel frame plant steel structure device which comprises a door-type steel beam mechanism, the door-type steel beam mechanism comprises a plurality of door-type steel beam units, and the adjacent door-type steel beam units are supported through a plurality of opposite-pulling supporting structures. The door-type steel beam unit comprises an upper top beam frame structure, and vertical beam frames are detachably installed at the two ends of the upper top beam frame structure correspondingly. The opposite-pulling supporting structures are installed on the adjacent vertical beam frames in a supporting mode. The upper top beam frame structure and the vertical beam frame are tensioned through cable-stayed structures arranged on the two sides. The opposite-pulling supporting structure comprises an opposite-pulling frame, a plurality of opposite-pulling connecting parts are arranged on the opposite-pulling frame, and the opposite-pulling connecting parts are installed on the adjacent vertical beam frames. According to the structure, steel structures such as a cable-stayed structure, an opposite-pulling supporting structure and an upper top beam frame structure can be prefabricated, and in the installation process, welding procedures are few, and the structural stability is high.

Description

TECHNICAL FIELD

[0001] The utility model belongs to door type steel frame technical field especially relates to a door type steel frame plant steel structure device. BACKGROUND

[0002] The door type steel frame structure plant is one kind of steel structure plant, adopts multiple door type steel frame structures as the main structure, then fixes a large number of roof purlin, wall purlin after reinforcing between each door type steel frame structure, and can constitute the plant structure after laying the upper panel.

[0003] In the processing, a large number of support structures, including such as support beam rod, need to be welded between the door type steel frame structures. The structural strength between the door type steel frame structures is increased by this mode.

[0004] Therefore, in the actual operation process, not only the installation is complicated, but also the structural stability cannot be guaranteed due to a large number of welded support structures. Specifically, the welding effect of all support structures cannot be guaranteed during the welding process. Therefore, after using the steel structure for a certain period of time, the steel structure needs to be regularly checked, and the structure with insufficient welding needs to be reprocessed, such as the support structure with cracks in the welding position needs to be re-welded.

[0005] Therefore, the traditional steel structure plant site construction steps are too many and too complicated.

[0006] For the door type steel frame structure plant, if a reinforcing structure is formed by a convenient installation and welding-free mode, not only can the disadvantages caused by welding be greatly reduced, but also the prefabricated production of the steel structure can be realized. After production, the steel structure is transported to the site, and the prefabricated structure is assembled. Not only is the installation efficiency higher and the installation workload lower, but also the technical disadvantages of the subsequent steel structure needing a large amount of maintenance cost due to welding quality in the traditional welding mode operation can be effectively avoided. INVENTION CONTENTS

[0007] Based on the above background, the purpose of the utility model is to provide a door type steel frame plant steel structure device.

[0008] To achieve the above purpose, the utility model adopts the following technical scheme:

[0009] A door type steel frame plant steel structure device, comprising a door type steel beam mechanism, the door type steel beam mechanism comprises a plurality of door type steel beam units, and a plurality of opposite-pulling support structures are arranged between adjacent door type steel beam units to support them.

[0010] The door type steel beam unit comprises an upper roof beam frame structure, and a vertical beam frame is detachably installed at each end of the upper roof beam frame structure. The opposite-pulling support structure is installed on the adjacent vertical beam frames. The upper roof beam frame structure and the vertical beam frame are pulled tight by the diagonal pull structure arranged on both sides.

[0011] The pair of pull support structure comprises a pair of pull frame, and a plurality of pair of pull connecting portions are arranged on the pair of pull frame.

[0012] Preferably, the upper roof beam frame structure comprises an upper roof beam frame, and the upper roof beam frame comprises a trapezoidal beam frame portion arranged symmetrically in front and back;

[0013] A plurality of mounting screws are fixedly connected to the outer side wall of the trapezoidal beam frame portion, and the mounting screws are fastened to the vertical beam frame.

[0014] Preferably, a pair of upper and lower spaced pair of pull support structures are arranged between adjacent vertical beam frames.

[0015] Preferably, the pair of pull frame comprises an X-shaped pull frame, and the X-shaped pull frame is provided with four pair of pull connecting portions.

[0016] The pair of pull connecting portion comprises a first U-shaped mounting seat welded to the X-shaped pull frame, a first lug seat corresponding to the first U-shaped mounting seat is welded to the vertical beam frame, and the first U-shaped mounting seat and the first lug seat are fixedly connected through a pin shaft screw.

[0017] Preferably, the inclined pull structure comprises an inclined pull rod, second U-shaped mounting seats are welded to the upper and lower ends of the inclined pull rod respectively, second lug seats are welded to the side wall of the vertical beam frame and the bottom of the trapezoidal beam frame portion respectively, and the second U-shaped mounting seats and the second lug seats are fixedly connected through pin shaft connecting screws.

[0018] Preferably, the trapezoidal beam frame portion is fixedly connected with a folding support frame of a folding structure, and the folding support frame comprises a plurality of V-shaped frame portions welded in sequence, and the V-shaped frame portions are welded to the top and bottom positions in the trapezoidal beam frame portion.

[0019] Preferably, the portal steel frame plant steel structure device further comprises a connecting main beam for fixedly mounting a plurality of the portal steel beam units; and a top plate is welded to the top of the upper roof beam frame.

[0020] The top plate is fastened to the connecting main beam through a plurality of fastening bolts.

[0021] Preferably, a support frame is detachably mounted to the bottom of the vertical beam frame.

[0022] Preferably, a female mounting seat is welded to the bottom of the vertical beam frame, and a male mounting seat is welded to the top of the support frame; and the female mounting seat and the male mounting seat are fastened through a plurality of mounting screws.

[0023] The utility model has the following beneficial effects:

[0024] 1. By increasing the stability of the steel structure through the interlocking tension bracing structure, and with the prefabrication design of the tension bracing structure, installation efficiency is greatly improved. Furthermore, this method effectively avoids the need for welding reinforcement, thus resolving the defect that welding cannot guarantee the quality of all support structure welds, leading to the need for secondary reinforcement should crack at the welded areas.

[0025] 2. The X-shaped tie rod has four tension points, connecting the four corners of the vertical beams on both sides. In actual operation, two tension support structures are installed between each pair of adjacent vertical beams, resulting in a total of eight tension points. This method not only significantly improves the structural strength between adjacent portal steel beam units, but also allows for direct installation of the pre-supported X-shaped tie rod. This method offers high tension stability and avoids the weld-line cracking and secondary reinforcement defects common in traditional welding methods.

[0026] 3. By using symmetrically arranged diagonal bracing structures on both sides of the bottom of each trapezoidal beam frame, the trapezoidal beam frame and the vertical beam frame are reinforced with tension, further increasing the structural strength. After tension reinforcement, the overall steel structure's ability to resist displacement and deformation is enhanced.

[0027] 4. The device disclosed in this utility model can realize the prefabrication of steel structures including inclined structure, tie support structure, and top beam frame structure, and the installation process involves fewer welding steps and high structural stability. Attached Figure Description

[0028] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on the structures shown in these drawings without creative effort.

[0029] Figure 1 This is a schematic diagram of the dispersed structure in an embodiment of the present utility model;

[0030] Figure 2 This is a schematic diagram of the portal steel beam unit in an embodiment of this utility model;

[0031] Figure 3 This is a schematic diagram of the tension support structure in an embodiment of the present invention;

[0032] Figure 4 This is an embodiment of the present utility model. Figure 1 Front view in the middle;

[0033] Figure 5 This is an embodiment of the present utility model. Figure 1A structural diagram from another perspective.

[0034] The realization of the purpose, functional features and advantages of this utility model will be further explained in conjunction with the embodiments and with reference to the accompanying drawings. Detailed Implementation

[0035] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0036] It should be noted that all directional indicators (such as up, down, left, right, front, back, etc.) in this utility model embodiment are only used to explain the relative positional relationship and movement of each component in a certain specific posture (as shown in the figure). If the specific posture changes, the directional indicator will also change accordingly.

[0037] Furthermore, in this utility model, descriptions involving "first," "second," etc., are for descriptive purposes only and should not be construed as indicating or implying their relative importance or implicitly specifying the number of technical features indicated. Therefore, a feature defined with "first" or "second" may explicitly or implicitly include at least one of that feature. Additionally, the technical solutions of the various embodiments can be combined with each other, but only on the basis of being achievable by those skilled in the art. When the combination of technical solutions is contradictory or impossible to implement, such a combination of technical solutions should be considered non-existent and not within the scope of protection claimed by this utility model.

[0038] Example 1

[0039] like Figures 1-5 As shown, a portal steel frame factory building steel structure device includes a portal steel beam mechanism, and the grooves of the portal steel beam mechanism constitute the main structure of the entire factory building steel structure.

[0040] The portal steel beam structure comprises several portal steel beam units 2, which are supported by several tension bracing structures. The stability of the steel structure is increased by the tension bracing structures, and the prefabrication design of these structures significantly improves installation efficiency. Furthermore, this method effectively avoids welding for reinforcement, thus resolving the drawback of inconsistent welding quality in all support structures, which could lead to secondary reinforcement required if cracks occur at the weld points.

[0041] The door type steel beam unit 2 comprises an upper roof beam frame structure, and vertical beam frames 24 are detachably installed at the front and rear ends of the upper roof beam frame structure; the counter-bracing structure is supported and installed on the adjacent vertical beam frames 24; and the upper roof beam frame structure and the vertical beam frames 24 are pulled tight through the diagonal bracing structures arranged on the two sides.

[0042] Specifically, the upper roof beam frame structure comprises an upper roof beam frame 21, and the upper roof beam frame 21 comprises trapezoidal beam frame portions 211 symmetrically arranged front and rear; the trapezoidal beam frame portions 211 are integrally formed structures.

[0043] A plurality of mounting screws are fixedly connected to the outer side walls (specifically, the front and rear side walls are welded with mounting screws) of the trapezoidal beam frame portions 211, and the mounting screws are fastened and installed on the vertical beam frames 24, specifically, the vertical beam frames 24 are provided with matching through holes, and the mounting screws are fastened with upper nuts after penetrating through the through holes.

[0044] The counter-bracing structure comprises a counter-bracing frame, and the counter-bracing frame is provided with a plurality of counter-bracing connecting portions, and the counter-bracing connecting portions are installed on the adjacent vertical beam frames 24.

[0045] Specifically, a pair of the counter-bracing structures are installed between the adjacent vertical beam frames 24 and are arranged in an upper and lower spaced manner.

[0046] The counter-bracing frame comprises an X-shaped counter-bracing frame 25, and the X-shaped counter-bracing frame 25 is provided with four counter-bracing connecting portions (the shape of the X-shaped counter-bracing frame determines the counter-bracing connecting portions).

[0047] Meanwhile, the counter-bracing connecting portion comprises a first U-shaped mounting seat 251 welded on the X-shaped counter-bracing frame 25, and the vertical beam frame 24 is welded with a first lug 242 corresponding to the first U-shaped mounting seat 251, and the first U-shaped mounting seat 251 and the first lug 242 are fixedly connected through a pin shaft screw, and the pin shaft screw is fastened with an upper nut after penetrating through the first U-shaped mounting seat 251 and the first lug 242.

[0048] In this way, the X-shaped counter-bracing frame 25 has four counter-bracing points, and the vertical beam frames 24 on the two sides are counter-braced at four corners. In actual working process, two counter-bracing structures are installed between each pair of adjacent vertical beam frames 24, so that there are totally eight counter-bracing points. This way not only greatly improves the structural strength between the adjacent door type steel beam units 2, but also realizes that the X-shaped counter-bracing frame 25 is directly installed in the installation process. This way has high counter-bracing stability, and the subsequent welding position cracking that needs secondary reinforcement does not exist in the traditional welding way.

[0049] Embodiment 2

[0050] As Figures 1-5As shown, the embodiment is based on the structure of Embodiment 1, and the above-described cable-stayed structure includes a cable-stayed rod 23, the upper and lower ends of the cable-stayed rod 23 are respectively welded with a second U-shaped mounting seat 231, the side wall of the vertical beam frame 24 is welded with a second lug seat 241 at the bottom of the trapezoidal beam frame part 211, and the second U-shaped mounting seat 231 and the second lug seat 241 are fixedly connected through a pin shaft connecting screw rod (for the same reason, after the pin shaft connecting screw rod penetrates the second lug seat 241 and the second U-shaped mounting seat 231, the two ends are fastened with mounting nuts).

[0051] By arranging the cable-stayed structure symmetrically in front and back on both sides of the bottom of each trapezoidal beam frame part 211, the trapezoidal beam frame part 211 and the vertical beam frame 24 are pulled and reinforced. Further increase the structural strength. After the pull and reinforcement, the overall steel structure is increased in the ability to prevent deviation and deformation.

[0052] The structural strength is increased by the cable-stayed structure and the pull and support structure in front and back and left and right directions of the entire steel frame, and the overall shape of the steel frame structure is greatly improved. The advantages are high deformation resistance, high resistance to strong wind damage, and high load bearing capacity.

[0053] Embodiment 3

[0054] As Figures 1-5 shown, the embodiment is based on the structure of Embodiment 2, in order to increase the stability and structural strength of the trapezoidal beam frame part 211, the trapezoidal beam frame part 211 is fixedly connected with a zigzag support frame 212 of a zigzag structure, the zigzag support frame 212 includes a plurality of V-shaped frame parts welded in sequence at the top and bottom of the trapezoidal beam frame part 211. The zigzag support frame 212 as a support structure greatly increases the structural compression resistance and deformation resistance.

[0055] The portal steel frame plant steel structure device also includes a connection beam 1 for fixedly installing a plurality of the portal steel beam units 2, the top of the upper top beam frame 21 is welded with a backing plate 26, and the backing plate 26 is fastened on the connection beam 1 through a plurality of fastening bolts.

[0056] The bottom of the vertical beam frame 24 is detachably installed with a support frame 3. The bottom of the vertical beam frame 24 is welded with a female mounting seat, the top of the support frame 3 is welded with a male mounting seat, and the female mounting seat and the male mounting seat are fastened through a plurality of mounting screws.

[0057] The bottom of the support frame 3 is installed on the foundation (the foundation is pre-cast with an installed adapter) of the plant steel structure according to the existing method.

[0058] Of course, the above description is not a limitation of the utility model, the utility model is also not limited to the above examples, the changes, modifications, additions or replacements made by the person skilled in the art within the essential scope of the utility model should also belong to the protection scope of the utility model.

Claims

1. A steel structure device for a portal steel frame factory building, characterized in that, It includes a portal steel beam mechanism, which comprises several portal steel beam units, and adjacent portal steel beam units are supported by several tension support structures. The portal steel beam unit includes an upper top beam frame structure, with vertical beam frames detachably installed at both ends of the upper top beam frame structure; a tie-bracing structure is installed on the adjacent vertical beam frames; the upper top beam frame structure and the vertical beam frames are tightened by diagonal bracing structures set on both sides; the tie-bracing structure includes a tie frame, which has several tie-connecting parts, and the tie-connecting parts are installed on the adjacent vertical beam frames.

2. The portal steel frame factory steel structure device according to claim 1, characterized in that, The upper top beam frame structure includes an upper top beam frame, which includes trapezoidal beam frame sections arranged symmetrically at the front and rear. Several mounting screws are fixedly connected to the outer wall of the trapezoidal beam frame, and the mounting screws are securely installed on the vertical beam frame.

3. The portal steel frame factory steel structure device according to claim 1, characterized in that, A pair of anti-pull bracing structures are installed between adjacent vertical beams.

4. The portal steel frame factory steel structure device according to claim 3, characterized in that, The pull bracket includes an X-shaped pull bracket with four pull connection parts; The pull-up connection includes a first U-shaped mounting seat welded to the X-shaped pull frame, and a first ear seat corresponding to the first U-shaped mounting seat welded to the vertical beam frame. The first U-shaped mounting seat and the first ear seat are fixedly connected by a pin and screw.

5. The portal steel frame factory steel structure device according to claim 2, characterized in that, The inclined structure includes an inclined rod, with a second U-shaped mounting seat welded to the upper and lower ends of the inclined rod. A second ear seat is welded to the side wall of the vertical beam frame and to the bottom of the trapezoidal beam frame. The second U-shaped mounting seat and the second ear seat are fixedly connected by a pin and a connecting screw.

6. The portal steel frame factory steel structure device according to claim 2, characterized in that, The trapezoidal beam frame is fixedly connected to a folded support frame with a folded structure. The folded support frame includes several V-shaped frame parts welded in sequence. The V-shaped frame parts are welded to the top and bottom positions inside the trapezoidal beam frame.

7. The portal steel frame factory steel structure device according to claim 1, characterized in that, The steel structure device of the portal steel frame factory building also includes a connecting beam for fixing and installing several portal steel beam units; a pad is welded to the top of the upper beam frame; The pad is fastened to the connecting beam by several fastening bolts.

8. The portal steel frame factory steel structure device according to claim 1, characterized in that, The bottom of the vertical beam frame is detachably equipped with a support frame.

9. The portal steel frame factory steel structure device according to claim 8, characterized in that, The bottom of the vertical beam frame is welded with a female mounting base, and the top of the support frame is welded with a letter mounting base; the female mounting base and the letter mounting base are fastened together by a number of mounting screws.

Images