CN219864360U - Temporary supporting device for non-embedded large-scale landscape steel structural column - Google Patents
Temporary supporting device for non-embedded large-scale landscape steel structural column Download PDFInfo
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- CN219864360U CN219864360U CN202321016921.8U CN202321016921U CN219864360U CN 219864360 U CN219864360 U CN 219864360U CN 202321016921 U CN202321016921 U CN 202321016921U CN 219864360 U CN219864360 U CN 219864360U
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- column
- steel structure
- supporting rod
- structure column
- support device
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 61
- 239000010959 steel Substances 0.000 title claims abstract description 61
- 230000008093 supporting effect Effects 0.000 title claims abstract description 45
- 238000010276 construction Methods 0.000 claims abstract description 17
- 238000009434 installation Methods 0.000 abstract description 7
- 230000000694 effects Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000008707 rearrangement Effects 0.000 description 1
- 125000003003 spiro group Chemical group 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a temporary supporting device for a large-scale landscape steel structure column without pre-burying, which comprises a column hoop, supporting rods and foundation bolts, wherein screw rods are coaxially and spirally connected to two ends of each supporting rod, the screw rods at one end of each supporting rod are hinged with the foundation bolts fixed on the ground, the screw rods at the other end of each supporting rod are hinged with the middle part of one side of the column hoop fixed on the steel structure column, and the screw rods at two ends of each supporting rod are adjusted by rotating the supporting rods to screw in the length to adjust the inclination angle of the steel structure column and support the steel structure column; according to the utility model, the steel structure column is temporarily supported by the column hoops, the support rods and the foundation bolts, bolts are not required to be embedded in the foundation before the steel structure column is installed, the inclination angle is accurately controlled by the adjustable screw rods with wires at the two ends of the support rods, the safety coefficient is high, the construction efficiency is high, the adjustment is quick and convenient, and the installation and fixation problems of the large-scale landscape steel structure column can be effectively solved.
Description
Technical Field
The utility model relates to the technical field of steel structure installation, in particular to a temporary supporting device for a large-scale landscape steel structure column without pre-embedding
Background
At present, the installation of large-scale view steel construction post, mostly is through pre-buried bolt in earlier stage in the basis, and later stage when steel construction post installation, lifts by crane large-scale steel construction post to adjust inclination and the condition of registering of large-scale steel construction post through the lifting rope is artifical, and this kind of construction method construction regulation precision is low, and the adjustment degree of difficulty is big, consumes a large amount of manpowers during the regulation, and factor of safety is low, inefficiency.
Therefore, the Chinese patent with the publication number of CN217998622U discloses a high-stability environment-friendly energy-saving steel structure column, and by arranging the supporting mechanism, the bottom of the energy-saving steel structure column body is stably supported in a triangular supporting mode, so that the high-stability energy-saving steel structure column has the effect of high stability, and the problem that the energy-saving steel structure column body collapses when in use is avoided; but the guide bar in above-mentioned patent is placed subaerial unable slope, and the steel construction post body is through the slide rail down-ward movement under the effect of guide bar direction, and this kind of mode is only to the vertical installation effect of steel construction post better, alignment that can be better, moreover slide rail, backup pad, fixed plate, locking hole, guiding hole, guide bar, installation piece, baffle form have guiding function's supporting mechanism more complicated, and the steel construction post body only can accomplish the direction operation in need hoist and mount embedding slide rail, increases the hoist and mount degree of difficulty.
Disclosure of Invention
In order to solve the technical problems, the utility model provides a temporary supporting device for a large-scale non-embedded landscape steel structural column, which solves the problems that in the prior art, the supporting effect of the supporting device on the steel structural column with an inclined angle is poor, the structure is complex and the hoisting difficulty is high.
In order to solve the technical problems, the utility model provides a technical scheme that: the utility model provides a no pre-buried large-scale view steel construction post temporary support device, includes collar, bracing piece and rag bolt, the equal coaxial spiro union in both ends of bracing piece has the screw rod, the screw rod of bracing piece one end with fix subaerial rag bolt articulates, the screw rod of the bracing piece other end with fix on the steel construction post the one side middle part of collar articulates, screw rod screw in length realization regulation steel construction post's inclination and support the steel construction post through rotatory bracing piece regulation bracing piece both ends.
Further, the number of the support rods is two or three, two or three adjacent sides of the column hoop are respectively supported, and the hinge part of the same support rod and the column hoop and the hinge part of the same support rod and the foundation bolt are positioned on the same side of the steel structure column.
Further, the screw rod of bracing piece one end is articulated with the fixed plate that passes through rag bolt to be fixed subaerial, is provided with two at least and supplies rag bolt to run through and fix the through-hole on the fixed plate.
Further, a rotating plate which is convenient to rotate is arranged on the supporting rod.
Further, the column hoop comprises connecting plates and connecting bolts, and after the four connecting plates are spliced end to form a rectangular structure, the four connecting bolts are used for fixing the four spliced positions respectively.
The beneficial effects of the utility model are as follows:
1. according to the utility model, the steel structure column is temporarily supported by the column hoops, the support rods and the foundation bolts, bolts are not required to be embedded in a foundation before the steel structure column is installed, the inclination angle is accurately controlled by the adjustable screw rods with wires at the two ends of the support rods, the safety coefficient is high, the construction efficiency is high, the adjustment is quick and convenient, and the problems of installation and fixation of the inclination angle of the large-scale landscape steel structure column can be well solved.
2. The two or three support columns support two or three adjacent side surfaces of the same column hoop, so that the stability of the support is ensured, meanwhile, the control of different inclination angles of the rigid structure column is conveniently realized, the safety is improved, and two hinge parts of the same support rod, the column hoop and the foundation bolt are positioned on the same side of the steel structure column, so that the stability of the support is ensured, and the displacement inclination of the steel structure column caused by the deflection of the support column is prevented.
3. According to the utility model, the fixing plate is arranged, so that after the screw rod at one end of the supporting rod is hinged with the fixing plate, the fixing plate is fixed on the ground through the foundation bolt, the problem of rotation looseness of the foundation bolt caused by vibration of the supporting rod in the construction process is solved, and the rotating plate is convenient to rotate the supporting rod, so that the length of the screws at two ends of the supporting rod is adjusted.
4. After the four connecting plates are spliced end to form a rectangular structure, the four connecting bolts are respectively used for fixing the four spliced positions, so that a column hoop is integrally formed, the size of the rectangular structure can be conveniently adjusted through the splicing length of the connecting plates, and the steel structure columns with different cross sections can be conveniently adapted.
The foregoing and other objects, features and advantages of the utility model will be apparent from the following more particular description of preferred embodiments, as illustrated in the accompanying drawings.
Drawings
In order to more clearly illustrate the utility model or the technical solutions of the prior art, the drawings that are needed in the description of the embodiments will be briefly described below, it being obvious that the drawings in the description below are only four of the utility models, and that other drawings can be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a front view of the present utility model.
Fig. 2 is a top view of the present utility model.
FIG. 3 is a schematic view of the connection of the support rod to the anchor bolts.
Fig. 4 is a schematic view of a structure in which the support rods support the steel structural columns.
In the figure, a 1-supporting rod, a 2-column hoop, a 3-foundation bolt, a 4-screw rod, a 5-fixing plate and a 6-rotating plate; 21-connecting plates and 22-connecting bolts; a-steel structure column, B-design foundation and C-ground.
Detailed Description
Embodiments of the present utility model will be described in detail below with reference to the accompanying drawings. While the utility model is susceptible of embodiment in the drawings, it is to be understood that the utility model may be embodied in various forms and should not be construed as limited to the embodiments set forth herein, but rather are provided to provide a more thorough and complete understanding of the utility model. It should be understood that the drawings and embodiments of the utility model are for illustration purposes only and are not intended to limit the scope of the present utility model.
It should be understood that the steps recited in the method embodiments of the present utility model may be performed in a different order. Furthermore, method embodiments may include additional steps omitting the execution of the illustrated steps. The scope of the utility model is not limited in this respect.
The names of messages or information interacted between the devices in the embodiments of the present utility model are for illustrative purposes only and are not intended to limit the scope of such messages or information.
Examples
As shown in figures 1-4, the temporary supporting device for the non-embedded large-scale landscape steel structural column comprises a column hoop 2, a supporting rod 1 and an anchor bolt 3, wherein screw rods 4 are coaxially and in threaded connection with two ends of the supporting rod 1, when the supporting rod 1 rotates, the screw rods 4 can stretch out and draw back along the axis of the supporting rod 1, so that the length of the screw rods 4 extending out of the supporting rod 1 is changed, the screw rods 4 at one end of the supporting rod 1 are hinged with the anchor bolt 3 fixed on the ground C, the screw rods 4 at the other end of the supporting rod 1 are hinged with the middle part of one side of the column hoop 2 fixed on a steel structural column A, the offset caused by eccentricity of the steel structural column A is reduced, and the inclination angle of the steel structural column A is adjusted and the steel structural column A is supported by rotating the screw rods 4 in the screwed lengths of the two ends of the supporting rod 1.
Wherein, the number of the support rods 1 is two or three, preferably three, and the three support rods 1 respectively support three adjacent sides of the column hoop 2; the adjacent three sides of the steel structure column A are supported, so that the stability of the support is ensured, meanwhile, the control of different inclination angles of the steel structure column is convenient to realize, and the safety is improved; and the hinge part of the same supporting rod 1 and the column hoop 2 and the hinge part of the same supporting rod and the anchor bolt 3 are positioned on the same side of the steel structure column A, so that the displacement and inclination of the steel structure column A caused by the deflection of the supporting column are prevented, and the supporting stability is ensured.
When the crane is in operation, after the steel structure column A is lifted by the crane, the column hoop 2 is sleeved and fixed on the steel structure column A; then installing the foundation bolts 3 on the ground C and checking the stability of the foundation bolts; the screw 4 at one end of the supporting rod 1 is connected with the middle of the column hoop 2 through a hinge joint, and the screw 4 at the other end of the supporting rod 1 is connected with the anchor bolt 3 through a hinge joint; after the connection of the three support rods 1 is completed; and finally, rotating the support rods 1, and precisely controlling the inclination angle of the steel structural column A by adjusting the screwing length of the screw rods 4 at the two ends of each support rod 1.
Examples
As shown in fig. 1 to 3, the present embodiment is obtained by adding technical features such as a fixing plate 5 on the basis of the first embodiment, and other technical features are the same as those of the first embodiment, and the same features are not described herein, wherein the difference between the present embodiment and the first embodiment is that: the screw rod 4 of bracing piece 1 one end is articulated with the fixed plate 5 that is fixed on ground C through rag bolt 3, is provided with two at least and supplies rag bolt to run through the through-hole that fixes on the fixed plate.
In this embodiment, setting of fixed plate 5 realizes that screw rod 4 and fixed plate 5 of bracing piece 1 one end are articulated the back, and rethread rag bolt 3 fixes fixed plate 5 on ground C, reduces the bracing piece 1 vibrations in the work progress and causes the rotatory not hard up problem of rag bolt 3, simultaneously, at least two rag bolts 3 fix fixed plate 5 on ground C through the through-hole, prevent fixed plate 5 from rotating, further increase fixed plate 5's supporting strength, prevent that one rag bolt 3 from causing fixed plate 5 rotatory problem easily.
Examples
As shown in fig. 1 and 2, the present embodiment is obtained by adding technical features such as a rotating plate 6 on the basis of the second embodiment, and other technical features are the same as those of the second embodiment, and the details of the other technical features are not described herein, wherein the difference between the second embodiment and the third embodiment is that: the support bar 1 is provided with a rotation plate 6 which is convenient to rotate.
In this embodiment, the rotating plate 6 protrudes radially on the supporting rod 1, and the rotating plate 6 is arranged to rotate the supporting rod 1 directly through the rotating plate 6, so that the lengths of the screws 4 at two ends of the supporting rod 1 are adjusted.
Examples
As shown in fig. 4, the present embodiment is obtained by describing in detail technical features of the collar 2 and the like based on the third embodiment, and other technical features are the same as those of the third embodiment, and the details are not repeated herein, wherein the difference between the present embodiment and the third embodiment is that: the column hoop 2 comprises connecting plates 21 and connecting bolts 22, and after the four connecting plates 21 are spliced end to form a rectangular structure, the four connecting bolts 22 are respectively used for fixing the four spliced positions.
In this embodiment, after the four connecting plates 21 are spliced end to form a rectangular structure, the four connecting bolts 22 fix the four splicing positions respectively, so that the detachable assembly is realized, the rectangular structure is conveniently sleeved on the steel structure column a, and under the action of the connecting bolts 22, the column hoop 2 is integrally formed, so that the connecting plates 21 are used for hooping the four sides of the steel structure column a, and meanwhile, the size of the rectangular structure is conveniently adjusted through the splicing length of the connecting plates 21, so that the steel structure column a with different section sizes is adapted.
Note that the above is only a preferred embodiment of the present utility model and the technical principle applied. It will be understood by those skilled in the art that the present utility model is not limited to the particular embodiments described herein, but is capable of various obvious changes, rearrangements and substitutions as will now become apparent to those skilled in the art without departing from the scope of the utility model. Therefore, while the utility model has been described in connection with the above embodiments, the utility model is not limited to the embodiments, but may be embodied in many other equivalent forms without departing from the spirit or scope of the utility model, which is set forth in the following claims.
Claims (5)
1. The utility model provides a no pre-buried large-scale view steel construction post temporary support device, includes collar, bracing piece and rag bolt, characterized by: the two ends of the supporting rod are coaxially and in threaded connection with screws, the screws at one end of the supporting rod are hinged with foundation bolts fixed on the ground, the screws at the other end of the supporting rod are hinged with the middle part of one side of the column hoop fixed on the steel structure column, and the screw screwing length of the two ends of the supporting rod is adjusted through rotating the supporting rod to adjust the inclination angle of the steel structure column and support the steel structure column.
2. The temporary support device for a large-scale landscape steel structural column without pre-burying according to claim 1, wherein the temporary support device is characterized in that: the support rods are two or three, two or three adjacent sides of the column hoop are respectively supported, and the hinge part of the same support rod and the column hoop and the hinge part of the same support rod and the foundation bolt are positioned on the same side of the steel structure column.
3. The temporary support device for a large-scale landscape steel structural column without pre-burying according to claim 2, wherein the temporary support device is characterized in that: the screw rod of bracing piece one end is articulated with the fixed plate that passes through rag bolt to be fixed subaerial, is provided with two at least and supplies rag bolt to run through and fix the through-hole on the fixed plate.
4. A temporary support device for a large-scale landscape steel structural column without pre-burying according to claim 3, which is characterized in that: the support rod is provided with a rotating plate which is convenient to rotate.
5. A temporary support device for a non-embedded large-scale landscape steel structural column according to any one of claims 1-4, wherein: the column hoop comprises connecting plates and connecting bolts, and after the four connecting plates are spliced end to form a rectangular structure, the four connecting bolts are used for fixing the four spliced positions respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321016921.8U CN219864360U (en) | 2023-04-28 | 2023-04-28 | Temporary supporting device for non-embedded large-scale landscape steel structural column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321016921.8U CN219864360U (en) | 2023-04-28 | 2023-04-28 | Temporary supporting device for non-embedded large-scale landscape steel structural column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219864360U true CN219864360U (en) | 2023-10-20 |
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ID=88338908
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321016921.8U Active CN219864360U (en) | 2023-04-28 | 2023-04-28 | Temporary supporting device for non-embedded large-scale landscape steel structural column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219864360U (en) |
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2023
- 2023-04-28 CN CN202321016921.8U patent/CN219864360U/en active Active
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