Novel attached cantilever beam connecting structure
By designing a new type of attachment cantilever beam connection structure, and using components such as ear plates and wire ropes to achieve the installation and adjustment of cantilever beams, the problems of safety risks and assembly difficulties of high-altitude welding are solved, and construction efficiency and safety are improved.
Patent Information
- Application Number
- CN202421566607.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-04
- Publication Date
- 2025-04-15
- Estimated Expiration
- 2034-07-04
Smart Images

Figure CN222759098U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to a novel attachment cantilever beam connection structure, belonging to the technical field of tower cranes. Background Art
[0002] The existing cantilever beam connection form is suitable for the construction industry. The cantilever beam is used in conjunction with attachment to increase the attachment range of the building. The engineering machinery field requires that the cantilever beam can be adjusted in length according to the actual working conditions and is easy to install. The conventional cantilever beam is composed of a beam body, an external joint, an internal joint, an ear seat, a diagonal brace and other devices. The beam body needs to be installed at the location of the embedded parts of the building to extend the attachment range of the building. The internal joint and the external joint are installed on the beam body and the building respectively to strengthen the beam body. The internal joint can be assembled inside the external joint. The length is adjusted by adjusting the internal dimensions of the assembly. After the assembly and adjustment are completed, the external joint and the internal joint are welded together, and then a brace is installed under the beam body to offset the gravity. The brace is consistent with the two joints in structure, one end is connected to the beam body, and the other end is connected to the building. After assembly, it is welded together. In order to fix the cantilever beam, welding operations need to be performed at high altitudes. There are safety risks during the welding process. If the cantilever beam structure is heavy, there are also great difficulties in the hoisting and assembly adjustment stages, which affects the construction period. Summary of the invention
[0003] In order to fix the cantilever beam, welding operations need to be carried out at high altitude. There are safety risks in the welding process. If the cantilever beam structure is heavy, there will be great difficulties in the lifting and assembly and adjustment stages, which will affect the construction period. Therefore, a new type of attached cantilever beam connection structure is designed, which does not require high-altitude welding and assembly adjustments, reduces installation time, and eliminates safety risks during installation.
[0004] The utility model is realized through the following technical scheme: a novel attachment cantilever beam connection structure, comprising ear plate I, ear plate II, steel wire rope, a beam body, a strut, a joint, a round nut and an adjusting screw, wherein the ear plate I and the ear plate II are installed on the embedded parts of the building, the beam body is installed on the ear plate I, the strut is installed on the beam body, the joint is installed on the ear plate II, the strut is connected to the joint through a round nut and an adjusting screw, one end of the steel wire rope is installed on the ear plate reserved on the beam body, and the other end is installed on the building.
[0005] The crossbeam body is installed on the ear plate I through a pin shaft and a vertical pin.
[0006] The length of the support rod can be fine-tuned by adjusting the screw rod, and when adjusted to a suitable length, it can be locked by tightening the round nut.
[0007] Both ends of the steel wire rope are provided with joints and fixed with a plurality of rope clamps.
[0008] The support rod comprises two sections of fixing rods, and the two sections of fixing rods are connected by bolts to form a whole support rod.
[0009] The lengths of the two fixing rods of the support rod can be set according to the site dimensions.
[0010] The beneficial effects of the utility model are as follows: the structure can avoid spot welding and fixing of the support rods at high altitudes, and there is no need to lift the spot-welded structure as a whole to the ground for complete welding. The length of the support rods can be directly adjusted by adjusting the screw rods, which effectively solves the installation difficulties caused by welding and reduces the installation time. The installation efficiency is further improved by replacing the lower support rods with steel wire ropes. BRIEF DESCRIPTION OF THE DRAWINGS
[0011] The utility model is further described below based on the drawings and embodiments.
[0012] Figure 1 It is a structural schematic diagram of the utility model.
[0013] In the figure: 1. Ear plate I; 2. Ear plate II; 3. Wire rope; 4. Crossbeam body; 5. Support rod; 6. Joint; 7. Round nut; 8. Adjusting screw. DETAILED DESCRIPTION
[0014] 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.
[0015] In the description of the present utility model, it should be noted that the orientation or position relationship indicated by the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inside", "outside", etc. is based on the orientation or position relationship shown in the drawings, which is only for the convenience of describing the present utility model and simplifying the description, and does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation of the present utility model; the terms "first", "second", and "third" are only used for descriptive purposes, and cannot be understood as indicating or implying relative importance. In addition, unless otherwise clearly specified and limited, the terms "installed", "connected", and "connected" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two elements. For ordinary technicians in this field, the specific meanings of the above terms in the present utility model can be understood according to specific circumstances.
[0016] like Figure 1 A new type of attached cantilever beam connection structure shown in the figure includes ear plate I1, ear plate II2, wire rope 3, beam body 4, strut 5, joint 6, round nut 7 and adjusting screw 8. The ear plate I1 and ear plate II2 are installed on the embedded parts of the building, the beam body 4 is installed on the ear plate I1, the strut 5 is installed on the beam body 4, the joint 6 is installed on the ear plate II2, the strut 5 is connected to the joint 6 through the round nut 7 and the adjusting screw 8, one end of the wire rope 3 is installed on the ear plate reserved on the beam body 4, and the other end is installed on the building.
[0017] The crossbeam body 4 is installed on the ear plate Ⅰ1 through a pin shaft and a vertical pin.
[0018] The length of the support rod 5 can be fine-tuned by adjusting the screw rod 8, and when adjusted to a suitable length, it can be locked by tightening the round nut 7.
[0019] The two ends of the steel wire rope 3 are provided with joints and fixed with a plurality of rope clamps.
[0020] The support rod 5 comprises two sections of fixing rods, which are connected by bolts to form the support rod 5 as a whole.
[0021] The lengths of the two fixed rods of the support rod 5 can be set according to the site dimensions.
[0022] The installation steps of the utility model are as follows: first, install the ear plate Ⅰ1 and the ear plate Ⅱ2 on the embedded parts of the building. After the installation is completed, install the beam body 4 on the ear plate Ⅰ1, assemble the pin shaft and the vertical pin, and roughly design the length of the strut 5 according to the on-site size. After the installation of the beam body 4 is completed, install the strut 5 on the beam body 4, align the pin shaft hole of the joint 6 with the pin shaft hole of the ear plate Ⅱ2, and the length of the strut 5 can be fine-tuned by adjusting the screw 8. When it is adjusted to the appropriate length, tighten the round nut 7 to lock it. At this point, the strut 5 has been successfully installed. After the installation of the strut 5 is completed, install the wire rope 3. The two ends of the wire rope 3 are equipped with joints and fixed with multiple rope clamps. One end of the joint is installed on the ear plate reserved for the beam body 4, and the other end is installed on the building. The wire rope bears part of the gravity of the cantilever beam, and the new cantilever beam is installed in place in this way.
[0023] Finally, it should be noted that the above is only a preferred embodiment of the present invention and is not intended to limit the present invention. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art can still modify the technical solutions described in the aforementioned embodiments or make equivalent substitutions for some of the technical features therein. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.
Claims
1. A new type of attachment cantilever beam connection structure, characterized in that: The invention comprises an ear plate I (1), an ear plate II (2), a steel wire rope (3), a cross beam body (4), a strut (5), a joint (6), a round nut (7) and an adjusting screw (8), wherein the ear plate I (1) and the ear plate II (2) are mounted on a pre-embedded part of a building, the cross beam body (4) is mounted on the ear plate I (1), the strut (5) is mounted on the cross beam body (4), the joint (6) is mounted on the ear plate II (2), the strut (5) is connected to the joint (6) via a round nut (7) and an adjusting screw (8), and one end of the steel wire rope (3) is mounted on the ear plate reserved on the cross beam body (4), and the other end is mounted on the building.
2. According to claim 1, the novel attachment cantilever beam connection structure is characterized in that: The crossbeam body (4) is mounted on the ear plate I (1) via a pin shaft and a vertical pin.
3. According to claim 1, the novel attachment cantilever beam connection structure is characterized in that: The length of the support rod (5) can be fine-tuned by adjusting the screw rod (8), and when adjusted to a suitable length, it can be locked by tightening the round nut (7).
4. The novel attachment cantilever beam connection structure according to claim 1 is characterized in that: The steel wire rope (3) is provided with joints at both ends and is fixed with a plurality of rope clamps.
5. The novel attachment cantilever beam connection structure according to claim 1 is characterized in that: The support rod (5) comprises two sections of fixing rods, and the two sections of fixing rods are connected by bolts to form the support rod (5) as a whole.
6. The novel attachment cantilever beam connection structure according to claim 5 is characterized in that: The lengths of the two fixed rods of the support rod (5) can be set according to the site dimensions.