CN220202989U - Steel construction support of encorbelmenting - Google Patents

Steel construction support of encorbelmenting Download PDF

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Publication number
CN220202989U
CN220202989U CN202322337996.2U CN202322337996U CN220202989U CN 220202989 U CN220202989 U CN 220202989U CN 202322337996 U CN202322337996 U CN 202322337996U CN 220202989 U CN220202989 U CN 220202989U
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China
Prior art keywords
column
support
spherical
plate
threaded
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Application number
CN202322337996.2U
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Chinese (zh)
Inventor
杜海波
刘宗顺
彭晟
龚睿
张茂盛
张雄飞
贺东东
绪阳
刘应博
常世统
刘琦
李聪
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Changjiu Intercity Railway Co ltd
China Railway Beijing Engineering Group Co Ltd
China Railway Beijing Engineering Group Beijing Co Ltd
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Changjiu Intercity Railway Co ltd
China Railway Beijing Engineering Group Co Ltd
China Railway Beijing Engineering Group Beijing Co Ltd
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Application filed by Changjiu Intercity Railway Co ltd, China Railway Beijing Engineering Group Co Ltd, China Railway Beijing Engineering Group Beijing Co Ltd filed Critical Changjiu Intercity Railway Co ltd
Priority to CN202322337996.2U priority Critical patent/CN220202989U/en
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Publication of CN220202989U publication Critical patent/CN220202989U/en
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Abstract

The utility model discloses a steel structure cantilever support, which comprises a node sphere, a spherical support, a frame column and a column top fastener, wherein the frame column is a vertical column, the spherical support is arranged at the top end of the frame column through the column top fastener, and the working end of the spherical support is provided with the node sphere. The utility model adopts arc support at the top to realize simple spherical positioning, adopts bolting to match the device structure in order to meet the requirement of no shaking of the spherical structure, the spherical support is adopted, so that the whole overhanging structure still has mobility to a certain extent, and the requirement of overhanging installation is met.

Description

Steel construction support of encorbelmenting
Technical Field
The utility model relates to the field of supports, in particular to a steel structure cantilever support.
Background
One of the main building structure types of steel structure engineering is one of the more common structural forms in modern building engineering, china is the earliest country with iron for manufacturing the bearing structure, the steel structure engineering is a structure mainly made of steel materials, and when the steel structure is installed, the whole structure needs to be overhanging.
Therefore, the overhanging support can be used in the process of installing the steel structure. Most of the existing brackets are aimed at plate structures, and the steel structure net frame is used as a grid structure, the nodes of the steel structure net frame are multidirectional connected spheres, and the existing steel structure brackets are difficult to meet the requirement of stable overhanging.
The patent of specific current publication number CN213805857U discloses a steel construction shock attenuation ball-type support, including the base, the upper surface fixedly connected with sleeve of base, the through-hole has all been seted up to telescopic left and right sides face. This steel construction shock attenuation ball-type support through the cooperation that is equipped with threaded rod and screw section of thick bamboo, makes two threaded rods be close to each other, promotes the push pedal when utilizing pressure bearing to protect the push pedal and removes, makes two push pedals be close to each other, can make the roof reciprocate through the cooperation of spout and slider to utilize the cooperation of push pedal and roof, provide ascending promotion to the roof, make the roof upwards move, thereby make roof promote backup pad, flange and rubber nylon board upwards move, make U template pass through constant head tank and picture peg upwards move.
The top surface of the cantilever type spherical cantilever type cantilever plate is of a plate surface structure, and the spherical cantilever type spherical cantilever type is difficult to meet. Therefore, a steel structure cantilever support is needed to solve the problems.
Disclosure of Invention
The utility model provides a steel structure cantilever support, which solves the problems that the existing support in the prior art is mostly directed against a plate body structure, the nodes of a steel structure net frame serving as a grid structure are multidirectional connected spheres, and the existing steel structure support is difficult to meet the requirement of stable cantilever.
The utility model provides a steel structure cantilever support, which comprises a node sphere, a spherical support, a frame column and a column top fastener, wherein the frame column is a vertical column, the spherical support is arranged at the top end of the frame column through the column top fastener, and the working end of the spherical support is provided with the node sphere;
the spherical support comprises a clamp, an upper support, a spherical crown lining plate, a lower support and an embedded plate, wherein the clamp clamps a node sphere, the lower surface of the clamp is fixedly connected with the upper surface of the upper support, the embedded plate is embedded in the top surface of a frame column, the embedded plate and the frame column are fastened through a column top fastener, the spherical crown lining plate is arranged between the upper support and the lower support, the spherical crown lining plate is of a non-passing radius spherical segment structure, the spherical surface of the spherical crown lining plate is a lower surface, and the upper surface of the lower support is provided with a groove matched with the lower surface of the spherical crown lining plate.
The utility model relates to a steel structure cantilever support, which is characterized in that a clamp comprises a threaded column, a plurality of vertical rib plates and a stabilizing column, wherein the threaded column is vertically arranged above the middle of an upper support, the stabilizing column and the threaded column are coaxially arranged at the lower section of the threaded column, the stabilizing column is fixedly connected with the upper surface of the upper support, the stabilizing column is provided with a threaded hole, the threaded column is fastened in the stabilizing column through the threaded hole, and the vertical rib plates are vertically fixed on the upper surface of the upper support by taking the axis of the stabilizing column as a symmetrical axis.
According to the steel structure cantilever support, as a preferable mode, the vertical rib plates are equilateral trapezoid rib plates with semicircular grooves in the middle, the bottom edges of the vertical rib plates are larger than the top edges of the vertical rib plates, the semicircular grooves are arranged in the middle of the top edges, and the bottom edges of the vertical rib plates are fixedly connected with the upper surface of the upper support.
According to the steel structure cantilever support, as a preferable mode, the intervals between every two adjacent vertical rib plates are equal.
According to the steel structure cantilever support, as an optimal mode, the lower surface of the upper support plate is provided with the pair of limiting hooks, the outer side surface of the lower support plate is provided with the limiting grooves matched with the limiting hooks, and the bending ends of the limiting hooks are embedded into the limiting grooves.
According to the steel structure cantilever support, as an optimal mode, the bottom end of the node sphere is provided with the vertical threaded counter bore, and the sum of the depth of the threaded counter bore and the depth of the threaded hole of the stabilizing column is larger than the length of the threaded column.
According to the steel structure cantilever support, the length of the frame column is adjustable in the vertical direction in an optimal mode.
The utility model has the following beneficial effects:
the arc support is adopted at the top of the support, so that simple spherical positioning is realized, meanwhile, in order to meet the requirement of no shaking of a spherical structure, the structure of the device is matched by bolting, and the spherical support is adopted, so that the whole overhanging structure still has mobility to a certain extent, and the requirement of overhanging installation is met.
Drawings
FIG. 1 is a schematic view of a steel structure cantilever support;
FIG. 2 is a schematic view of a spherical support of a steel structure cantilever support;
fig. 3 is a schematic view of a steel structure cantilever support fixture.
Reference numerals:
1. a node sphere; 2. a spherical support; 21. a clamp; 211. a threaded column; 212. vertical rib plates; 213. a stabilizing column; 22. an upper support; 23. a spherical cap lining plate; 24. a lower support; 25. embedding a plate; 3. a frame column; 4. a post top fastener.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments.
Example 1
As shown in fig. 1, a steel structure cantilever support comprises a node sphere 1, a spherical support 2, a frame column 3 and a column top fastener 4, wherein the frame column 3 is a vertical column, the spherical support 2 is arranged at the top end of the frame column 3 through the column top fastener 4, and the working end of the spherical support 2 is provided with the node sphere 1.
As shown in fig. 2, the spherical support 2 comprises a clamp 21, an upper support 22, a spherical crown lining plate 23, a lower support 24 and an embedded plate 25, wherein the clamp 21 clamps the node sphere 1, the lower surface of the clamp 21 is fixedly connected with the upper surface of the upper support 22, the embedded plate 25 is embedded in the top surface of the frame column 3, the embedded plate 25 is fastened with the frame column 3 through a column top fastening piece 4, the spherical crown lining plate 23 is arranged between the upper support 22 and the lower support 24, the spherical crown lining plate 23 is of a non-passing radius spherical segment structure, the spherical surface of the spherical crown lining plate 23 is the lower surface, and the upper surface of the lower support 24 is provided with a groove matched with the lower surface of the spherical crown lining plate 23.
As shown in fig. 3, the fixture 21 includes a threaded column 211, a plurality of vertical rib plates 212 and a stabilizing column 213, the threaded column 211 is vertically disposed above the middle of the upper support 22, the stabilizing column 213 and the threaded column 211 are coaxially disposed at the lower section of the threaded column 211, the stabilizing column is fixedly connected with the upper surface of the upper support 22, the stabilizing column 213 is provided with a threaded hole, the threaded column 211 is fastened in the stabilizing column 213 through the threaded hole, and the vertical rib plates 212 are vertically fixed on the upper surface of the upper support 22 by taking the axis of the stabilizing column 213 as a symmetry axis.
The vertical rib plate 212 is an equilateral trapezoid rib plate with a semicircular groove in the middle, the bottom edge of the vertical rib plate 212 is larger than the top edge of the vertical rib plate 212, the semicircular groove is arranged in the middle of the top edge, and the bottom edge of the vertical rib plate 212 is fixedly connected with the upper surface of the upper support 22. The spacing between each adjacent vertical rib 212 is equal. The lower surface of the upper support 22 plate is provided with a pair of limiting hooks, the outer side surface of the lower support 24 plate is provided with a limiting groove matched with the limiting hooks, and the bending ends of the limiting hooks are embedded into the limiting grooves. The bottom end of the node sphere 1 is provided with a vertical threaded counter bore, and the sum of the depth of the threaded counter bore and the depth of the threaded hole of the stabilizing column 213 is larger than the length of the threaded column 211. The frame column 3 is adjustable in length in the vertical direction.
The foregoing is only a preferred embodiment of the present utility model, but the scope of the present utility model is not limited thereto, and any person skilled in the art, who is within the scope of the present utility model, should make equivalent substitutions or modifications according to the technical scheme of the present utility model and the inventive concept thereof, and should be covered by the scope of the present utility model.

Claims (7)

1. The utility model provides a steel construction support of encorbelmenting which characterized in that: the spherical bearing comprises a node sphere (1), a spherical bearing (2), a frame column (3) and a column top fastener (4), wherein the frame column (3) is a vertical column, the spherical bearing (2) is arranged at the top end of the frame column (3) through the column top fastener (4), and the working end of the spherical bearing (2) is provided with the node sphere (1);
the spherical support (2) comprises a clamp (21), an upper support (22), a spherical crown lining plate (23), a lower support (24) and an embedded plate (25), wherein the clamp (21) clamps the node sphere (1), the lower surface of the clamp (21) is fixedly connected with the upper surface of the upper support (22), the embedded plate (25) is embedded in the top surface of the frame column (3), the embedded plate (25) is fastened with the frame column (3) through a column top fastening piece (4), the spherical crown lining plate (23) is arranged between the upper support (22) and the lower support (24), the spherical crown lining plate (23) is of a spherical segment structure without radius, the spherical surface of the spherical crown lining plate (23) is of a lower surface, and the upper surface of the lower support (24) is provided with a groove matched with the lower surface of the spherical crown lining plate (23).
2. The steel structure overhanging support according to claim 1, characterized in that: the fixture (21) comprises a threaded column (211), a plurality of vertical rib plates (212) and a stabilizing column (213), wherein the threaded column (211) is vertically arranged above the middle of the upper support (22), the stabilizing column (213) and the threaded column (211) are coaxially arranged at the lower section of the threaded column (211), the stabilizing column is fixedly connected with the upper surface of the upper support (22), the stabilizing column (213) is provided with a threaded hole, the threaded column (211) is fastened in the stabilizing column (213) through the threaded hole, and the vertical rib plates (212) are vertically fixed on the upper surface of the upper support (22) by taking the axis of the stabilizing column (213) as a symmetrical axis.
3. A steel structure overhanging support according to claim 2, characterized in that: the vertical rib plate (212) is an equilateral trapezoid rib plate with a semicircular groove in the middle, the bottom edge of the vertical rib plate (212) is larger than the top edge of the vertical rib plate (212), the semicircular groove is formed in the middle of the top edge, and the bottom edge of the vertical rib plate (212) is fixedly connected with the upper surface of the upper support (22).
4. A steel structure overhanging support according to claim 3, characterized in that: the spacing between each two adjacent vertical rib plates (212) is equal.
5. The steel structure overhanging support according to claim 1, characterized in that: the upper support (22) plate lower surface is provided with a pair of spacing hooks, lower support (24) plate lateral surface is provided with the cooperation spacing recess of spacing hooks, the bending end embedding of spacing hooks is inside spacing recess.
6. A steel structure overhanging support according to claim 2, characterized in that: the bottom end of the node sphere (1) is provided with a vertical threaded counter bore, and the sum of the depth of the threaded counter bore and the depth of the threaded hole of the stabilizing column (213) is larger than the length of the threaded column (211).
7. The steel structure overhanging support according to claim 1, characterized in that: the length of the frame column (3) is adjustable in the vertical direction.
CN202322337996.2U 2023-08-30 2023-08-30 Steel construction support of encorbelmenting Active CN220202989U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202322337996.2U CN220202989U (en) 2023-08-30 2023-08-30 Steel construction support of encorbelmenting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202322337996.2U CN220202989U (en) 2023-08-30 2023-08-30 Steel construction support of encorbelmenting

Publications (1)

Publication Number Publication Date
CN220202989U true CN220202989U (en) 2023-12-19

Family

ID=89141971

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202322337996.2U Active CN220202989U (en) 2023-08-30 2023-08-30 Steel construction support of encorbelmenting

Country Status (1)

Country Link
CN (1) CN220202989U (en)

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