CN215978703U - Modular polygonal cross section space is separated posture high-rise pylon structure - Google Patents
Modular polygonal cross section space is separated posture high-rise pylon structure Download PDFInfo
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- CN215978703U CN215978703U CN202122066691.3U CN202122066691U CN215978703U CN 215978703 U CN215978703 U CN 215978703U CN 202122066691 U CN202122066691 U CN 202122066691U CN 215978703 U CN215978703 U CN 215978703U
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Abstract
The utility model discloses a combined polygonal section space frame-separating type high-rise tower structure which comprises a tower main body, wherein a tower platform base is fixedly arranged at the bottom of the tower main body, a surrounding frame is fixedly arranged at the top of the tower main body, a reinforcing beam frame is screwed on the inner side of the tower main body through threads, a through screw hole is formed in the surface of the reinforcing beam frame, reinforcing ribs are connected and arranged on the inner side of the reinforcing beam frame, and lock heads are fixedly arranged at two ends of each reinforcing rib; when the tower body of installation is higher, can install the strengthening rib on the stiffening beam frame of the inside of tower main part, ensure the structural strength of tower main part, prevent the pylon collapse, simultaneously after the pylon installation, usually because the influence of wind load, in addition the pylon is usually the body higher usually, produce certain rocking easily, through being provided with the damping box at the inboard top of this tower main part, install the damping ball in the damping box, rock the in-process after the pylon installation, can reduce the rocking amplitude of pylon, improved the stability of this pylon.
Description
Technical Field
The utility model belongs to the technical field of towers, and particularly relates to a combined polygonal section space-analytic-frame-type high-rise tower structure.
Background
The tower frame is a high-rise steel structure, and is an unshaped product, and can be designed by designers according to different engineering conditions, and the tower frame has wide application range, and is mainly used for supporting factory chimneys, supporting large buildings, tower frames of water towers, monitoring engineering, communication engineering and other special purposes.
In the existing combined polygonal section space-separated frame type high-rise tower structure, in the use process of the tower, the tower is of a high-rise structure, so that the stability of the tower needs to be ensured after installation, the tower is prevented from collapsing and shaking, the structural strength of the tower is ensured, and if the hiring strength of the tower is insufficient, safety accidents are easily caused.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a combined polygonal cross-section space-frame-type high-rise tower structure, which aims to solve the problem that in the prior art, the conventional combined polygonal cross-section space-frame-type high-rise tower structure proposed in the background art, generally, in the use process of a tower, because the tower belongs to a high-rise structure, the stability of the tower needs to be ensured after installation, the tower is prevented from collapsing and shaking, the structural strength of the tower is ensured, and if the strength of the tower for relieving work is insufficient, safety accidents are easily caused.
In order to achieve the purpose, the utility model provides the following technical scheme: a combined polygonal-section spatial-frame-separating type high-rise tower structure comprises a tower main body, wherein a tower platform base is fixedly arranged at the bottom of the tower main body, a surrounding frame is fixedly arranged at the top of the tower main body, a reinforcing beam frame is arranged on the inner side of the tower main body in a rotating mode through threads, a through screw hole is formed in the surface of the reinforcing beam frame, reinforcing ribs are connected and arranged on the inner side of the reinforcing beam frame, locking heads are fixedly arranged at two ends of each reinforcing rib, an integrated screw rod is arranged at one end of each locking head, and a nut is arranged at one end of each screw rod in a rotating mode through threads.
Preferably, the top of the inner side of the tower main body is fixedly provided with a hanging seat, the bottom of the hanging seat is welded with a damping box, and the inner side of the damping box is provided with a damping ball.
Preferably, the diameter of the inner ring of the damping box is three times that of the outer ring of the damping ball.
Preferably, one end of the lock head is welded with an integrated gasket.
Preferably, the reinforcing beam frames are arranged and fixed in a zigzag manner.
Preferably, two ends of the reinforcing rib are respectively fixedly arranged on the two reinforcing beam frames through two lock heads.
Preferably, the first and second liquid crystal materials are,
compared with the prior art, the utility model has the beneficial effects that:
(1) when the tower is installed and used, if the tower structure is unstable, the tower is likely to incline and collapse in the using process, the reinforcing beam frame is fixedly arranged on the inner side of the tower main body to ensure the stability of the tower main body, if the installed tower body is higher, reinforcing ribs can be arranged on the reinforcing beam frame in the tower main body, and two ends of each reinforcing rib are fixedly arranged on the reinforcing beam frames in different planes through screws and nuts to ensure the structural strength of the tower main body, ensure the stability of the tower and prevent the tower from collapsing;
(2) meanwhile, after the tower is installed, due to the influence of wind load, the tower is usually high in body and easy to shake to a certain extent, the stability of the tower is influenced, the damping box is arranged at the top end of the inner side of the tower main body, and the damping balls are arranged in the damping box.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of a reinforcing bar mounting structure according to the present invention;
FIG. 3 is a schematic view of the internal structure of the damping box of the present invention;
in the figure: 1. a tower base; 2. a tower main body; 3. a surrounding rack; 4. a hanging seat; 5. a reinforcing beam frame; 6. a damping box; 7. a damping ball; 8. a nut; 9. a screw; 10. a screw hole; 11. a lock head; 12. and (5) reinforcing ribs.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1, fig. 2 and fig. 3, the present invention provides a technical solution: a combined polygonal section space frame-separating type high-rise tower structure comprises a tower main body 2, a tower platform base 1 is fixedly arranged at the bottom of the tower main body 2, a surrounding frame 3 is fixedly arranged at the top of the tower main body 2, a reinforcing beam frame 5 is arranged on the inner side of the tower main body 2 in a screwed mode through threads, a through screw hole 10 is formed in the surface of the reinforcing beam frame 5, a reinforcing rib 12 is connected and arranged on the inner side of the reinforcing beam frame 5, locking heads 11 are fixedly arranged at two ends of the reinforcing rib 12, an integrated screw rod 9 is arranged at one end of each locking head 11, a nut 8 is arranged at one end of each screw rod 9 in a screwed mode, by installing the reinforcing ribs 12 on the reinforcing beam frame 5 in the tower main body 2, the two ends of the reinforcing ribs 12 are fixedly arranged on the reinforcing beam frame 5 in different planes through the screw rods 9 and the nuts 8, thereby playing a role of strengthening and tensioning, ensuring the structural strength of the tower body 2 and ensuring the stability of the tower.
For better use, in this embodiment, preferably, the top of the inner side of the tower body 2 is fixedly provided with the hanging seat 4, the bottom of the hanging seat 4 is welded with the damping box 6, the inner side of the damping box 6 is provided with the damping ball 7, through the arranged damping box 6, when the tower body 2 shakes, the damping box 6 can play a role of reacting force to reduce the shaking amplitude of the tower body 2, thereby improving the stability of the tower body 2, for better buffer use, in this embodiment, preferably, the diameter of the inner ring of the damping box 6 is three times of the diameter of the outer ring of the damping ball 7, for more stable installation, in this embodiment, preferably, one end of the lock head 11 is welded with an integrated gasket to ensure the stable installation of the lock head 11 and prevent the lock head 11 from falling, for better use, in this embodiment, preferably, the reinforcing beam frame 5 is arranged and fixed in a zigzag manner, improve the stability of tower main part 2, for better fixing, in this embodiment, preferred, the both ends of strengthening rib 12 are fixed respectively through two tapered ends 11 and are installed on two reinforcing beam framves 5, guarantee the stability of installation.
The working principle and the using process of the utility model are as follows: when the tower is installed and used, if the tower structure is unstable, the tower has the possibility of inclined collapse in the using process, a reinforcing beam frame 5 is fixedly arranged on the inner side of a tower main body 2 to ensure the stability of the tower main body 2, if the installed tower body is higher, a reinforcing rib 12 can be arranged on the reinforcing beam frame 5 in the tower main body 2, the surface of the reinforcing beam frame 5 is provided with a screw hole 10, two ends of the reinforcing rib 12 are fixedly provided with lock heads 11, a screw 9 at one end of each lock head 11 penetrates through the screw hole 10 and is fixed in a spiral mode through a nut 8 to tighten the reinforcing rib 12, the other end of the reinforcing rib 12 is fixed on the reinforcing beam frame 5 in different planes, the structural strength of the tower main body 2 is ensured, the stability of the tower is ensured, the tower is prevented from collapsing, and after the tower is installed, generally due to the influence of wind load, in addition, the tower is generally higher in body and is easy to generate certain shaking, influence the stability of pylon, be provided with damping box 6 through the inboard top at this tower main part 2, damping box 6 hangs through hanging seat 4 and establishes fixedly, the built-in damping ball 7 that is equipped with of damping box 6, rocks the in-process after the installation of tower main part 2, and damping ball 7 rocks with the swing direction relatively, offsets and rocks the effort to can reduce the range of rocking of tower main part 2, improved the stability of this pylon.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a modular polygonal cross section space is separated posture high-rise tower structure, includes tower main part (2), the fixed tower base (1) of having installed in bottom of tower main part (2), the fixed bench (3) of enclosing of having installed in top of tower main part (2), its characterized in that: the tower is characterized in that a reinforcing beam frame (5) is installed on the inner side of the tower main body (2) in a rotating mode through threads, a through screw hole (10) is formed in the surface of the reinforcing beam frame (5), reinforcing ribs (12) are installed on the inner side of the reinforcing beam frame (5) in a connecting mode, locking heads (11) are fixedly installed at the two ends of each reinforcing rib (12), an integrated screw rod (9) is installed at one end of each locking head (11), and a nut (8) is installed on one end of each screw rod (9) in a rotating mode.
2. The combined polygonal cross-section spatial truss type high-rise tower structure of claim 1, wherein: the tower is characterized in that a hanging seat (4) is fixedly arranged at the top of the inner side of the tower main body (2), a damping box (6) is welded at the bottom of the hanging seat (4), and a damping ball (7) is arranged on the inner side of the damping box (6).
3. The combined polygonal cross-section spatial truss type high-rise tower structure of claim 2, wherein: the diameter of the inner ring of the damping box (6) is three times that of the outer ring of the damping ball (7).
4. The combined polygonal cross-section spatial truss type high-rise tower structure of claim 1, wherein: one end of the lock head (11) is welded with an integrated gasket.
5. The combined polygonal cross-section spatial truss type high-rise tower structure of claim 1, wherein: the reinforcing beam frames (5) are arranged and fixed in a Z-shaped mode.
6. The combined polygonal cross-section spatial truss type high-rise tower structure of claim 1, wherein: two ends of the reinforcing rib (12) are respectively fixedly arranged on the two reinforcing beam frames (5) through two lock heads (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122066691.3U CN215978703U (en) | 2021-08-30 | 2021-08-30 | Modular polygonal cross section space is separated posture high-rise pylon structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122066691.3U CN215978703U (en) | 2021-08-30 | 2021-08-30 | Modular polygonal cross section space is separated posture high-rise pylon structure |
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| CN215978703U true CN215978703U (en) | 2022-03-08 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115258041A (en) * | 2022-07-08 | 2022-11-01 | 上海船舶研究设计院（中国船舶工业集团公司第六0四研究院） | LNG (liquefied Natural gas) breathable mast for LNG (liquefied Natural gas) double-fuel ship |
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2021
- 2021-08-30 CN CN202122066691.3U patent/CN215978703U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115258041A (en) * | 2022-07-08 | 2022-11-01 | 上海船舶研究设计院（中国船舶工业集团公司第六0四研究院） | LNG (liquefied Natural gas) breathable mast for LNG (liquefied Natural gas) double-fuel ship |
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