Steel structure reinforcing roof device for building design

Abstract

The utility model discloses a steel structure reinforcing roof device for architectural design, which comprises a telescopic sleeve and a round steel pipe slidably sleeved in the telescopic sleeve, the left end of the round steel pipe and the right end of the telescopic sleeve are welded with mounting plates, the outer side of the telescopic sleeve is slidably sleeved with a sliding sleeve, and the left side of the sliding sleeve is fixedly connected with a threaded transverse driving assembly. An obliquely-arranged connecting rod is hinged to the top of the threaded transverse driving assembly, and a position adjusting and locking assembly is arranged at the bottom of the telescopic sleeve. By arranging a series of structures, the connecting base can be directly and accurately adjusted to be tightly attached to the bottom of a roof in a threaded screwing and pushing mode, multi-point disassembly and assembly adjustment work is not needed, the phenomenon that attachment cannot be achieved due to limitation of installation hole sites can be avoided, use accuracy and convenience are improved, and the service life of the roof is prolonged. And the position of the connecting seat can be transversely and flexibly adjusted according to the to-be-reinforced supporting position of the steel structure roof, the phenomenon that the transverse deviation distance from the to-be-reinforced supporting position is too large is reduced, and use flexibility is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of building roofs, in particular to a steel structure reinforced roof device for building design. Background Technique

[0002] A building roof, also known as a roof covering, usually consists of a roof surface, a roof load-bearing structure, a thermal insulation layer or a heat insulation layer, and a ceiling, etc. A building roof refers to the top cover outside a house or a structure. Existing building roofs need to use a steel structure reinforcement device for support after long-term use.

[0003] In this regard, according to the search report of the novelty search agency, the patent with publication number CN219061014U discloses a steel structure reinforced roof device for building design, including a telescopic sleeve and a telescopic column. The telescopic column is inserted into the telescopic sleeve. One side of the top of the telescopic column is provided with a fixed shaft, and support plates are provided on the outer sides of both ends of the fixed shaft. A top plate is provided between one ends of the support plates. A support column is provided inside the top plate. A connecting seat is provided at the top of the support column. The center of the top of the telescopic sleeve is slidably connected with an inclined pull rod. It adjusts the supporting force of the connecting seat on the roof. After the adjustment is completed, the position of the adjusting seat is locked by a nut. Then, the slider is fixed on the telescopic sleeve by screws, so as to fix the inclined pull rod and fix the angle of the support plate. This device is flexible and convenient to adjust and is suitable for the reinforcement of steel structure roofs of various different shapes.

[0004] The above-mentioned steel structure reinforced roof device for building design disclosed in the above technology welds and fixes the ends of the telescopic column and the telescopic sleeve to the lower part of the steel structure roof to be reinforced by using a mounting plate. By rotating to adjust the height of the connecting seat so that it abuts against the lower part of the roof, and then using multiple screws to fix the inclined pull rod after adjustment for reinforcement support work. However, there are the following deficiencies in use: 1. Since there is a large distance between the multiple threaded holes for installing screws, it is difficult to accurately adjust the connecting seat to be tightly fitted with the bottom of the roof. When fitting, the phenomenon that the screws cannot be aligned with the threaded holes may occur, and the operation of disassembling and adjusting multiple screws is relatively cumbersome, and the accuracy and convenience of use are not ideal. 2. Since the position to be reinforced and supported on site may be on the right or left, it is necessary to horizontally adjust the support position according to the actual situation. It lacks a structure for horizontally and flexibly adjusting the position of the connecting seat, and the phenomenon of too large deviation distance is likely to occur, and the flexibility of use is not ideal. Improvements are needed. In view of this, this application proposes a steel structure reinforced roof device for building design to solve the above problems. Content of the Utility Model

[0005] The purpose of the utility model is to provide a steel structure reinforced roof device for building design to solve the problems raised in the above background technique.

[0006] To achieve the above object, the utility model provides the following technical solution: A steel structure reinforced roof device for architectural design, including a telescopic sleeve and a round steel pipe slidably sleeved inside it. Installation plates are welded to the left end of the round steel pipe and the right end of the telescopic sleeve. A sliding sleeve is slidably sleeved outside the telescopic sleeve. A threaded transverse drive assembly is fixedly connected to the left side of the sliding sleeve. The top of the threaded transverse drive assembly is hinged with an inclined connecting rod. A position adjustment and locking assembly is arranged at the bottom of the telescopic sleeve. The sliding sleeve is threadedly sleeved on the position adjustment and locking assembly. An anti-seismic support assembly is rotatably installed at the top of the sliding sleeve. The left side of the anti-seismic support assembly is hinged to the top end of the connecting rod; the threaded transverse drive assembly is used to drive the bottom end of the connecting rod to move left and right. The anti-seismic support assembly is used to rotate and adjust the support and reinforcement height when the connecting rod rotates left and right according to the steel structure roof reinforcement support position, and is used for damping anti-seismic during reinforcement support. The position adjustment and locking assembly is used to horizontally and flexibly adjust the position of the sliding sleeve according to the steel structure roof reinforcement position, so as to adjust the horizontal reinforcement support position of the anti-seismic support assembly.

[0007] Preferably, the threaded transverse drive assembly includes an external thread sleeve fixedly connected to the left side of the sliding sleeve. The external thread sleeve is slidably sleeved on the telescopic sleeve. An internal thread sleeve is threadedly connected to the outside of the external thread sleeve. Handle rods are fixedly connected to the top, front, bottom, and rear sides of the internal thread sleeve. A support sleeve is rotatably sleeved outside the internal thread sleeve. The top of the support sleeve is hinged to the bottom end of the connecting rod.

[0008] Preferably, the position adjustment and locking assembly includes a knob-type bolt. A plurality of card slots are equally spaced and opened at the bottom of the telescopic sleeve. The top end of the knob-type bolt is movably clamped into one of the card slots. The sliding sleeve is threadedly sleeved on the knob-type bolt.

[0009] Preferably, the anti-seismic support assembly includes a support rod rotatably installed at the top of the sliding sleeve and inclined. The left side of the support rod is hinged to the top end of the connecting rod. A rectangular groove is opened at the top end of the support rod. A rectangular block is slidably sleeved in the rectangular groove. A connecting seat is hinged to the top of the rectangular block. A damping rubber block is adhesively fixed between the bottom of the rectangular block and the bottom inner wall of the rectangular groove.

[0010] Preferably, a limit groove is opened at the top of the telescopic sleeve. A limit block slidably connected to the limit groove is fixedly connected to the top inner wall of the sliding sleeve.

[0011] Preferably, a threaded hole threadedly connected to the knob-type bolt is opened on the bottom inner wall of the sliding sleeve.

[0012] Preferably, two supports are fixedly connected to the top of the sliding sleeve. The same support shaft is fixedly connected between the two supports. The support rod is rotatably sleeved on the support shaft.

[0013] Compared with the prior art, the beneficial effects of the utility model are:

[0014] 1. Through the cooperation of the set round steel pipe, telescopic sleeve, sliding sleeve, threaded horizontal drive component and seismic support component, the connecting seat can be directly and accurately adjusted to fit tightly with the bottom of the roof by screwing and pushing, without the need for multiple disassembly and adjustment work, and can avoid the phenomenon of failure to fit due to the limitation of the installation hole position. It is easy to use, improves the accuracy and convenience of use, and can play a shock-absorbing and damping effect when vibration occurs during the reinforcement support work, reducing the relatively hard collision phenomenon;

[0015] 2. Through the coordination of the positioning locking components, sliding sleeves and telescopic sleeves, the position of the connecting seat can be flexibly adjusted laterally according to the supporting position to be reinforced on the steel structure roof, thereby reducing the phenomenon of excessive lateral deviation between the connecting seat and the supporting position to be reinforced and improving the flexibility of use.

[0016] The utility model is provided with a series of structures, which makes it convenient to directly and accurately adjust the connecting seat to a tight fit with the bottom of the roof by means of threaded rotation and advancement, without the need for multi-point disassembly and adjustment work, and can avoid the phenomenon of failure to fit due to restrictions on the installation holes, thereby improving the accuracy and convenience of use, and making it convenient to flexibly adjust the position of the connecting seat laterally according to the support position to be reinforced on the steel structure roof, reducing the phenomenon of excessive lateral deviation from the support position to be reinforced, and improving the flexibility of use. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 This is a three-dimensional structural diagram of a steel structure roof reinforcement device for architectural design proposed by the utility model;

[0018] Figure 2 for Figure 1 Schematic diagram of the structure viewed from above;

[0019] Figure 3 The utility model is a schematic diagram of the main cross-sectional structure of a steel structure roof reinforcement device for architectural design.

[0020] In the figure: 1. telescopic sleeve; 2. round steel pipe; 3. sliding sleeve; 4. slot; 5. support; 6. support rod; 7. rectangular slot; 8. shock-absorbing and damping rubber block; 9. rectangular block; 10. connecting seat; 11. external thread sleeve; 12. internal thread sleeve; 13. support sleeve; 14. handle rod; 15. connecting rod; 16. knob-type bolt. DETAILED DESCRIPTION

[0021] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0022] As Figures 1 to 3 shown, a steel structure reinforced roof device for architectural design proposed in this embodiment includes a telescopic sleeve 1 and a round steel pipe 2 slidably sleeved inside it. Installation plates are welded to the left end of the round steel pipe 2 and the right end of the telescopic sleeve 1. A sliding sleeve 3 is slidably sleeved outside the telescopic sleeve 1. A limiting groove is provided at the top of the telescopic sleeve 1. A limiting block slidably connected to the limiting groove is fixedly connected to the inner wall of the top of the sliding sleeve 3, which plays the role of laterally guiding and limiting the sliding sleeve 3 to prevent it from falling off. A threaded horizontal driving assembly is fixedly connected to the left side of the sliding sleeve 3. The top of the threaded horizontal driving assembly is hinged to an inclined connecting rod 15. An adjusting and locking assembly is provided at the bottom of the telescopic sleeve 1. The sliding sleeve 3 is threadedly sleeved on the adjusting and locking assembly. An earthquake-resistant support assembly is rotatably installed at the top of the sliding sleeve 3. The left side of the earthquake-resistant support assembly is hinged to the top end of the connecting rod 15; the threaded horizontal driving assembly is used to drive the bottom end of the connecting rod 15 to move left and right. The earthquake-resistant support assembly is used to rotate and adjust the support and reinforcement height when the connecting rod 15 rotates left and right according to the steel structure roof reinforcement support position, and is used for damping earthquake resistance during reinforcement support. The adjusting and locking assembly is used to horizontally and flexibly adjust the position of the sliding sleeve 3 according to the steel structure roof reinforcement position, so as to adjust the lateral reinforcement support position of the earthquake-resistant support assembly.

[0023] Specifically, the threaded horizontal driving assembly includes an external threaded sleeve 11 fixedly connected to the left side of the sliding sleeve 3. The external threaded sleeve 11 is slidably sleeved on the telescopic sleeve 1. An internal threaded sleeve 12 is threadedly connected to the outside of the external threaded sleeve 11. Handle rods 14 are fixedly connected to the top, front side, bottom and rear side of the internal threaded sleeve 12. A support sleeve 13 is rotatably sleeved outside the internal threaded sleeve 12. Two first bearings are fixedly sleeved inside the support sleeve 13, and the inner rings of the first bearings are fixedly sleeved with the outside of the internal threaded sleeve 12, which plays the role of rotatably installing the support sleeve 13. By using their rotational connection, it can prevent the internal threaded sleeve 12 from transmitting rotational torque to the support sleeve 13 when it rotates. The top of the support sleeve 13 is hinged to the bottom end of the connecting rod 15; the cooperation of the external threaded sleeve 11, internal threaded sleeve 12, handle rods 14 and support sleeve 13 is set. Rotating the handle rod 14 drives the internal threaded sleeve 12 to rotate and move left and right outside the external threaded sleeve 11. The internal threaded sleeve 12 drives the support sleeve 13 to move left and right, and the support sleeve 13 is used to drive the bottom end of the connecting rod 15 to rotate left and right.

[0024] Further, the position-adjusting and locking assembly includes a knob-type bolt 16. A plurality of card slots 4 are equidistantly formed at the bottom of the telescopic sleeve 1. The top end of the knob-type bolt 16 is movably clamped into one of the card slots 4. The sliding sleeve 3 is threadedly sleeved on the knob-type bolt 16. A threaded hole for threaded connection with the knob-type bolt 16 is formed in the inner wall of the bottom of the sliding sleeve 3. By virtue of the threaded connection relationship between the knob-type bolt 16 and the threaded hole, it is convenient to achieve the effect of moving up and down when the knob-type bolt 16 rotates; the provided knob-type bolt 16 and the plurality of card slots 4 cooperate. Rotate the knob-type bolt 16 in the reverse direction to separate it from the card slot 4 downward, release the locking of the sliding sleeve 3, and laterally move the sliding sleeve 3 to make it laterally slide on the telescopic sleeve 1 for lateral position adjustment. After adjustment, rotate the knob-type bolt 16 in the forward direction to make it upwardly clamped into an aligned card slot 4. The setting of the plurality of card slots 4 facilitates the flexible adjustment of the lateral position of the sliding sleeve 3.

[0025] Further, the earthquake-resistant support assembly includes a support rod 6 which is rotatably installed at the top of the sliding sleeve 3 and is inclined. Two supports 5 are fixedly connected to the top of the sliding sleeve 3. The same support shaft is fixedly connected between the two supports 5. The support rod 6 is rotatably sleeved on the support shaft. A circular through hole is formed at the bottom of the front side of the support rod 6. Two second bearings are fixedly sleeved in the circular through hole. The inner ring of the second bearing is fixedly sleeved on the outer side of the support shaft, achieving the effect of rotatably installing the support rod 6. The left side of the support rod 6 is hinged to the top end of the connecting rod 15. A rectangular groove 7 is formed at the top end of the support rod 6. A rectangular block 9 is slidably sleeved in the rectangular groove 7. A connecting seat 10 is hinged to the top of the rectangular block 9. A shock-absorbing damping rubber block 8 is adhesively fixed between the bottom of the rectangular block 9 and the inner wall of the bottom of the rectangular groove 7; the cooperation of the provided support rod 6, rectangular groove 7, rectangular block 9, connecting seat 10 and shock-absorbing damping rubber block 8 enables the support rod 6 to rotate upward or downward when the connecting rod 15 rotates left and right. The support rod 6 drives the connecting seat 10 to rotate upward or downward through the rectangular block 9 to adjust the top support height of the roof. The connecting seat 10 is attached and supported against the lower part of the roof to be reinforced for reinforcement support work. When a vibration phenomenon occurs, the shock-absorbing damping rubber block 8 can play a shock-absorbing and damping effect to reduce relatively hard collision phenomena. In addition, when the sliding sleeve 3 moves horizontally, it can drive the support rod 6 to move horizontally. The support rod 6 drives the connecting seat 10 to move horizontally through the rectangular block 9, and can flexibly adjust the lateral reinforcement support position of the connecting seat 10 according to the reinforcement position of the steel structure roof.

[0026] The usage method of this embodiment is as follows: Pull the round steel pipe 2 to the left to extend an appropriate length in the telescopic sleeve 1, and weld the two mounting plates on the support carrier below the steel structure roof to be reinforced.

[0027] When the position of the connecting seat 10 needs to be adjusted horizontally according to the position of the support to be reinforced, the operator reversely rotates the knob-type bolt 16 to make it move downward and separate from the card slot 4, releasing the locking of the sliding sleeve 3. Then, the sliding sleeve 3 is horizontally moved to slide horizontally on the telescopic sleeve 1. When the sliding sleeve 3 moves horizontally, it can drive the support rod 6 to move horizontally. The support rod 6 drives the connecting seat 10 to move horizontally through the rectangular block 9, enabling the horizontal reinforcement support position of the connecting seat 10 to be flexibly adjusted according to the reinforcement position of the steel structure roof. After adjustment, the knob-type bolt 16 is rotated forward to make it snap upward into an aligned card slot 4. The setting of multiple card slots 4 facilitates the flexible adjustment of the horizontal position of the sliding sleeve 3. By the way of flexibly adjusting the horizontal position of the connecting seat 10, it is convenient to flexibly adjust the work according to the position of the steel structure roof to be supported and clamped, reducing the phenomenon of excessive deviation distance from the position of the support to be reinforced, and improving the use flexibility.

[0028] Rotate the handle rod 14 forward to drive the internally threaded sleeve 12 to rotate outside the externally threaded sleeve 11. The internally threaded sleeve 12 rotates and moves to the right on the externally threaded sleeve 11. The internally threaded sleeve 12 drives the support sleeve 13 to move to the right. The support sleeve 13 drives the connecting rod 15 to upwardly rotate and squeeze the support rod 6. Under the squeezing force, the support rod 6 rotates upward. The support rod 6 drives the connecting seat 10 to rotate upward through the rectangular block 9, changing its height. The operator rotates the connecting seat 10 to make its slope consistent with the position on the bottom of the roof that needs to be supported. The upwardly rotating connecting seat 10 gradually squeezes and fits tightly at the position that needs to be reinforced and supported. After adjustment is appropriate, stop rotating the handle rod 14. At this time, under the self-thread locking damping force of the internally threaded sleeve 12 and the externally threaded sleeve 11, the position of the adjusted connecting seat 10 is locked. Using the method of screw connection and propulsion for adjustment, it is convenient to accurately adjust the connecting seat 10 to tightly fit against the bottom of the roof, without the need for multi-point disassembly and assembly adjustment work, and can avoid the phenomenon of inability to fit due to the limitation of the installation hole positions. It is easy to use and improves the use accuracy and convenience. When there is a vibration phenomenon during the reinforcement support work, the shock-absorbing damping rubber block 8 can play a shock-absorbing and damping effect in sequence through the rectangular block 9 and the connecting seat 10, reducing the relatively hard collision phenomenon.

[0029] Finally, it should be noted that the above are only the preferred embodiments of the present invention and are not used to limit the present invention. Although the present invention has been described in detail with reference to the foregoing embodiments, for those skilled in the art, they can still modify the technical solutions recorded in the foregoing embodiments, or perform equivalent replacements for some of the technical features. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included within the protection scope of the present invention.

Claims

1. A steel structure reinforced roof device for architectural design, comprising a telescopic sleeve (1) and a circular steel pipe (2) slidably sleeved inside it. Installation plates are welded to the left end of the circular steel pipe (2) and the right end of the telescopic sleeve (1). It is characterized in that: A sliding sleeve (3) is slidably sleeved on the outer side of the telescopic sleeve (1). A threaded transverse driving assembly is fixedly connected to the left side of the sliding sleeve (3). The top of the threaded transverse driving assembly is hinged with an inclined connecting rod (15). A position adjusting and locking assembly is arranged at the bottom of the telescopic sleeve (1). The sliding sleeve (3) is threadedly sleeved on the position adjusting and locking assembly. An earthquake-resistant support assembly is rotatably installed at the top of the sliding sleeve (3). The left side of the earthquake-resistant support assembly is hinged with the top end of the connecting rod (15).

2. The steel structure reinforced roof device for architectural design according to claim 1, characterized in that: The threaded transverse driving assembly includes an external threaded sleeve (11) fixedly connected to the left side of the sliding sleeve (3). The external threaded sleeve (11) is slidably sleeved on the telescopic sleeve (1). An internal threaded sleeve (12) is threadedly connected to the outer side of the external threaded sleeve (11). Handle rods (14) are fixedly connected to the top, front side, bottom, and rear side of the internal threaded sleeve (12). A support sleeve (13) is rotatably sleeved on the outer side of the internal threaded sleeve (12). The top of the support sleeve (13) is hinged with the bottom end of the connecting rod (15).

3. The steel structure reinforced roof device for architectural design according to claim 1, wherein: The position adjusting and locking assembly includes a knob-type bolt (16). A plurality of card slots (4) are equidistantly formed at the bottom of the telescopic sleeve (1). The top end of the knob-type bolt (16) is movably clamped into one of the card slots (4). The sliding sleeve (3) is threadedly sleeved on the knob-type bolt (16).

4. A steel structure reinforced roof device for architectural design according to claim 1, characterized in that: The earthquake-resistant support assembly includes a support rod (6) which is rotatably installed at the top of the sliding sleeve (3) and is inclined. The left side of the support rod (6) is hinged with the top end of the connecting rod (15). A rectangular slot (7) is formed at the top end of the support rod (6). A rectangular block (9) is slidably sleeved in the rectangular slot (7). A connecting seat (10) is hinged to the top of the rectangular block (9). A shock-absorbing damping rubber block (8) is adhesively fixed between the bottom of the rectangular block (9) and the bottom inner wall of the rectangular slot (7).

5. The steel structure reinforced roof device for architectural design according to claim 1, characterized in that: A limiting slot is formed at the top of the telescopic sleeve (1). A limiting block which is slidably connected to the limiting slot is fixedly connected to the inner wall of the top of the sliding sleeve (3).

6. The steel structure reinforced roof device for architectural design according to claim 3, wherein: A threaded hole which is threadedly connected to the knob-type bolt (16) is formed in the inner wall of the bottom of the sliding sleeve (3).

7. A steel structure reinforced roof device for architectural design according to claim 4, characterized in that: Two supports (5) are fixedly connected to the top of the sliding sleeve (3). The same support shaft is fixedly connected between the two supports (5). The support rod (6) is rotatably sleeved on the support shaft.

Images