CN218117344U - Large-scale frame roof beam construction heavy load adjustable stand device - Google Patents
Large-scale frame roof beam construction heavy load adjustable stand device Download PDFInfo
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- CN218117344U CN218117344U CN202220713711.3U CN202220713711U CN218117344U CN 218117344 U CN218117344 U CN 218117344U CN 202220713711 U CN202220713711 U CN 202220713711U CN 218117344 U CN218117344 U CN 218117344U
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- main part
- upright post
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Abstract
The utility model relates to an adjustable stand device of large-scale frame roof beam construction heavy load, including stand base and adjustable stand main part, stand base and adjustable stand main part are the cylinder steel pipe, the welding of stand base bottom has the base bottom plate, the welding of stand base middle part outer lane has the bearing stiffening ring, adjustable stand main part cover is established on stand base upper portion, the welding of adjustable stand main part lower extreme outer lane has the biography year stiffening ring, it has evenly seted up a plurality of through-holes to center on the biography year stiffening ring around adjustable stand main part, a nut has all been welded to the opening part of every through-hole upper end, the spiro union has the spiral lifter in the nut, spiral lifter lower extreme top is on bearing the stiffening ring, stiffening plate is installed at adjustable stand main part top. The utility model discloses because its high light is adjustable, be favorable to quick installation and easy dismantlement, solved the large-scale steel stand and born the difficult problem of back dismantlement, have better use value and economic benefits, can used repeatedly and facilitate promotion.
Description
Technical Field
The utility model relates to a large-scale frame construction technical field especially relates to an adjustable stand device of large-scale frame roof beam construction heavy load.
Background
Building construction field, outdoor large-scale open-air reinforced concrete frame structure uses generally, because its girder span is great, leads to girder cross-section width big and highly bigger, and traditional construction method adopts scaffold steel pipe to support girder template system, and every girder need set up tens of steel pipe supports side and can satisfy the requirement of bearing, and at the bottom of consequently the efficiency of construction, construction period is long, is difficult to satisfy engineering planning's requirement.
Disclosure of Invention
The utility model aims to solve the technical problem that a large-scale frame roof beam construction heavy load adjustable stand device is provided, because its high light is adjustable, be favorable to quick installation and easy dismantlement, solved the large-scale steel stand and born the difficult problem of back dismantlement, have better use value and economic benefits, can used repeatedly and facilitate promotion.
The utility model provides a technical scheme that its technical problem adopted is: the utility model provides an adjustable stand device of large-scale frame roof beam construction heavy load, includes stand base and adjustable stand main part, stand base and adjustable stand main part be the cylinder steel pipe, the welding of this stand base bottom has the base bottom plate, stand base middle part outer lane welding have a bearing stiffening ring, adjustable stand main part cover establish on stand base upper portion, the welding of this adjustable stand main part lower extreme outer lane has a biography year stiffening ring, the biography year stiffening ring on surround adjustable stand main part and evenly seted up a plurality of through-holes, the opening part of every through-hole upper end has all welded a nut, the nut in connect the spiral lifter soon, this spiral lifter lower extreme top is on bearing the stiffening ring, adjustable stand main part top install the stiffening plate.
As a supplement to the technical scheme of the utility model, the bearing stiffening ring lower extreme surround the welding of stand base and have a plurality of stiffening rib.
As right technical scheme the utility model a supplementary, pass and carry stiffening ring upper end and surround adjustable stand main part welding and have a plurality of stiffening rib.
As right technical scheme a supplement, the stiffening plate be circular steel sheet, this circular steel sheet arranges with adjustable stand main part is concentric, the diameter of circular steel sheet be greater than the external diameter of adjustable stand main part.
As right technical scheme the technical scheme a supplement, stiffener lower extreme surround adjustable stand main part welding and have a plurality of stiffening rib.
As a supplement to the technical scheme of the utility model, the stiffening rib be triangle-shaped platelike structure.
As a supplement to the technical scheme of the utility model, the spiral lifter be hexagonal head screw rod.
Has the advantages that: the utility model relates to an adjustable stand device of large-scale frame roof beam construction heavy load adopts the mutual interpolation of major diameter circular steel tube combination, goes up and down through rotatory spiral lifter, and the installation operation of being convenient for more is favorable to the reinforced concrete girder to accomplish the back, loosens spiral lifter one by one, solves the difficult problem that the stand was demolishd under the state that bears.
Drawings
Fig. 1 is a schematic view of the installation structure of the present invention;
fig. 2 is a schematic structural view of the column base according to the present invention;
fig. 3 is a schematic structural view of the column base and the adjustable column main body according to the present invention;
fig. 4 is a partial schematic view of the present invention between a column base and an adjustable column body.
The figure is as follows: 1. the structure comprises a column base, 2, an adjustable column main body, 3, a bearing stiffening ring, 4, a base bottom plate, 5, a stiffening rib, 6, a bearing stiffening ring, 7, a stiffening plate, 8, a nut, 9, a spiral lifting rod, 10, a truss steel beam, 11 and a template combination system.
Detailed Description
The present invention will be further described with reference to the following specific examples. It should be understood that these examples are only for illustrating the present invention and are not intended to limit the scope of the present invention. Furthermore, it should be understood that various changes and modifications of the present invention may be made by those skilled in the art after reading the teachings of the present invention, and these equivalents also fall within the scope of the appended claims.
The utility model discloses an embodiment relates to an adjustable stand device of large-scale frame roof beam construction heavy load, as shown in fig. 1-4, including stand base 1 and adjustable stand main part 2, stand base 1 and adjustable stand main part 2 be the cylinder steel pipe, the welding of this stand base 1 bottom has soleplate 4, the welding of 1 middle part outer lane of stand base have and bear stiffening ring 3, should bear stiffening ring 3, 2 covers of adjustable stand main part establish on 1 upper portion of stand base, the socket joint inside and outside this adjustable stand main part 2 and the stand base 1 both, the welding of 2 lower extreme outer lanes of adjustable stand main part have and pass and carry stiffening ring 6, pass and carry stiffening ring 6 and have connect a plurality of spiral lifter 5 on the spin, spiral lifter 5 presses on bearing stiffening ring 3 through spiral adjustment, realizes that the effect of stand base 1 is transmitted to the load of adjustable stand main part 2, satisfies stand height-adjustable's performance.
The utility model discloses a truss girder, including adjustable stand main part 2, pass through-hole, the last opening part welding of through-hole has a plurality of through-holes of evenly boring of passing through stiffening ring 6, nut 8 in the rotatory spiral lifter 9 that has connect, hexagonal screw rod is chooseed for use to this spiral lifter 9, 9 lower extremes of spiral lifter push up on bearing stiffening ring 3, a plurality of hexagonal screw rod transmit upper portion load to stand base 1 and satisfy and bear the weight of the requirement, 2 top of adjustable stand main part install stiffening plate 7, stiffening plate 7 is circular steel sheet, and the border exposes certain size, satisfies and bear the demand of placing the truss girder, and stiffening plate 7 lower extreme has a plurality of stiffening rib 5 around adjustable stand main part 2 welding for guarantee the reliability of biography year.
The lower end of the bearing stiffening ring 3 is welded with a plurality of stiffening ribs 5 around the upright post base 1 to ensure the reliability of load transmission; the upper end of the transmission and loading stiffening ring 6 is welded with a plurality of stiffening ribs 5 around the adjustable upright post main body 2 to ensure the reliability of transmission and loading; the stiffening plate 7 is a circular steel plate which is concentrically arranged with the adjustable upright post main body 2, and the diameter of the circular steel plate is larger than the outer diameter of the adjustable upright post main body 2.
The stiffening ribs 5 are in a triangular plate-shaped structure.
The utility model discloses a mutual interpolation of major diameter circular steel tube combination goes up and down, two through rotatory spiral lifter 9 the utility model discloses a device bears one set of truss girder steel 10 and template combination system 11, and the installation operation of being convenient for more is favorable to the reinforced concrete girder to accomplish the back, loosens spiral lifter one by one, solves the difficult problem that the stand was demolishd under the state that bears.
The utility model discloses the use step as follows:
step 1: the support surface is checked and accepted to meet the bearing requirement;
step 2: positioning and mounting the upright post base 1;
and step 3: installing an adjustable upright post main body 2, and externally inserting a positioning installation upright post base 1 from top to bottom;
and 4, step 4: rotating the spiral lifting rod 5;
and 5: adjusting the height position of the stiffening plate 3 at the top of the upright post;
step 6: installing a truss steel beam 10;
and 7: installing a template combination system 11;
and 8: mounting girder steel bars and pouring concrete;
and step 9: dismantling the templates of the template combination system 11;
step 10: and loosening the spiral lifting rods one by one, and dismantling the adjustable upright posts.
In the description of the present invention, it should be understood that the directions or positional relationships indicated by the directional terms such as "front, back, upper, lower, left, right", "horizontal, vertical, horizontal" and "top, bottom", etc. are usually based on the directions or positional relationships shown in the drawings, and are only for convenience of description and simplification of the description, and in the case of not making a contrary explanation, these directional terms do not indicate and imply that the device or element referred to must have a specific direction or be constructed and operated in a specific direction, and therefore, should not be construed as limiting the scope of the present invention; the terms "inner and outer" refer to the inner and outer relative to the profile of the respective component itself.
For ease of description, spatially relative terms such as "over 8230," "upper surface," "above," and the like may be used herein to describe the spatial positional relationship of one device or feature to other devices or features as illustrated in the figures. It will be understood that the spatially relative terms are intended to encompass different orientations of the device in use or operation in addition to the orientation depicted in the figures. For example, if a device in the figures is turned over, devices described as "above" or "on" other devices or configurations would then be oriented "below" or "under" the other devices or configurations. Thus, the exemplary terms "at 8230; \8230; 'above" may include both orientations "at 8230; \8230;' above 8230; 'at 8230;' below 8230;" above ". The device may be otherwise variously oriented (rotated 90 degrees or at other orientations) and the spatially relative descriptors used herein interpreted accordingly.
It should be noted that the terms "first", "second", and the like are used to define the components, and are only used for convenience of distinguishing the corresponding components, and if not stated otherwise, the terms have no special meaning, and therefore, the scope of the present invention should not be construed as being limited.
The above detailed description is given to the heavy-load adjustable upright post device for large-scale frame beam construction, and specific examples are applied in the detailed description to explain the principle and the implementation manner of the application, and the description of the above embodiments is only used to help understand the method and the core idea of the application; meanwhile, for a person skilled in the art, according to the idea of the present application, there may be variations in the specific embodiments and the application scope, and in summary, the content of the present specification should not be construed as a limitation to the present application.
Claims (7)
1. The utility model provides an adjustable stand device of large-scale frame roof beam construction heavy load, includes stand base (1) and adjustable stand main part (2), its characterized in that: stand base (1) and adjustable stand main part (2) be the cylinder steel pipe, this stand base (1) bottom welding has base bottom plate (4), stand base (1) middle part outer lane welding have and bear stiffening ring (3), adjustable stand main part (2) cover establish on stand base (1) upper portion, this adjustable stand main part (2) lower extreme outer lane welding has and passes and carry stiffening ring (6), pass and carry stiffening ring (6) on surround adjustable stand main part (2) and evenly seted up a plurality of through-holes, a nut (8) has all been welded to the opening part of every through-hole upper end, nut (8) in connect soon spiral lifting rod (9), this spiral lifting rod (9) lower extreme top is on bearing stiffening ring (3), adjustable stand main part (2) top install stiffening plate (7).
2. The large-scale frame beam construction heavy load adjustable upright post device of claim 1, wherein: the lower end of the bearing stiffening ring (3) is welded with a plurality of stiffening ribs (5) around the upright post base (1).
3. The large-scale frame beam construction heavy load adjustable upright post device of claim 1, wherein: the upper end of the load-transmitting stiffening ring (6) is welded with a plurality of stiffening ribs (5) around the adjustable upright post body (2).
4. The large-scale frame beam construction heavy load adjustable upright post device of claim 1, wherein: the stiffening plate (7) is a circular steel plate, the circular steel plate and the adjustable upright post main body (2) are arranged concentrically, and the diameter of the circular steel plate is larger than the outer diameter of the adjustable upright post main body (2).
5. The large frame beam construction heavy load adjustable upright post device of claim 4, wherein: the lower end of the stiffening plate (7) is welded with a plurality of stiffening ribs (5) around the adjustable upright post main body (2).
6. The large frame beam construction heavy load adjustable upright post device according to claim 2, 3 or 5, wherein: the stiffening ribs (5) are in a triangular plate-shaped structure.
7. The large-scale frame beam construction heavy load adjustable upright post device of claim 1, characterized in that: the spiral lifting rod (9) is a hexagonal head screw rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220713711.3U CN218117344U (en) | 2022-03-30 | 2022-03-30 | Large-scale frame roof beam construction heavy load adjustable stand device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220713711.3U CN218117344U (en) | 2022-03-30 | 2022-03-30 | Large-scale frame roof beam construction heavy load adjustable stand device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218117344U true CN218117344U (en) | 2022-12-23 |
Family
ID=84494224
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220713711.3U Active CN218117344U (en) | 2022-03-30 | 2022-03-30 | Large-scale frame roof beam construction heavy load adjustable stand device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218117344U (en) |
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2022
- 2022-03-30 CN CN202220713711.3U patent/CN218117344U/en active Active
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