CN210508040U - double-H-shaped lattice column - Google Patents
double-H-shaped lattice column Download PDFInfo
- Publication number
- CN210508040U CN210508040U CN201921356013.7U CN201921356013U CN210508040U CN 210508040 U CN210508040 U CN 210508040U CN 201921356013 U CN201921356013 U CN 201921356013U CN 210508040 U CN210508040 U CN 210508040U
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- Prior art keywords
- shaped
- plates
- column
- stand column
- angle steel
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 36
- 239000010959 steel Substances 0.000 claims abstract description 36
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 3
- 230000002349 favourable effect Effects 0.000 abstract description 2
- 230000001737 promoting effect Effects 0.000 abstract description 2
- 238000007493 shaping process Methods 0.000 abstract description 2
- 239000003351 stiffener Substances 0.000 description 4
- 238000009434 installation Methods 0.000 description 2
- 241000761557 Lamina Species 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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Abstract
The utility model relates to a double H-shaped lattice column, which is provided with two H-shaped stand columns A and B which are arranged side by side, the wing plates of the two H-shaped stand columns are arranged in parallel, a plurality of stiffening plates are arranged on the wing plates close to the inner sides of the two H-shaped stand columns at certain intervals, and the stiffening plates on the H-shaped stand columns A and the H-shaped stand columns B are symmetrically arranged; transverse angle steel supports are welded between the corresponding stiffening plates on the H-shaped stand column A and the H-shaped stand column B, and a plurality of oblique angle steel supports are welded between the stiffening plates on the H-shaped stand column A and the stiffening plates on the H-shaped stand column B; shoulder brackets are also commonly arranged between the upper parts of the H-shaped upright A and the H-shaped upright B, and mounting bottom plates are welded at the bottoms of the H-shaped upright A and the H-shaped upright B respectively; the utility model discloses the large-scale bearing capacity of lattice column of form is strong, and the lattice column upper band is equipped with the bracket, through the shaping of making in the workshop, just can the direct mount use at the job site, is favorable to promoting the efficiency of construction.
Description
Technical Field
The utility model belongs to the technical field of steel construction work piece technique and specifically relates to a two H type lattice column.
Background
In large-scale steel structure building, along with the diversified demand of building pattern is abundanter more and more, corresponding various steel structure post and node also come into existence, steel structure post and node all require not only intensity high enough, but also need satisfy various different connection demands in order to reach the operation requirement, many current steel structure posts all are direct tubular column, square tubular column or ordinary single H shaped steel post, the large-scale bearing capacity of these several types of post is limited, and it is all too convenient to carry out relevant bracket installation on it.
Disclosure of Invention
The utility model aims at providing a two H type lattice columns to above-mentioned condition, the large-scale bearing capacity of lattice column of this form is strong, and the lattice column upper band is equipped with the bracket, through the shaping of preparation in the workshop, just can the direct mount use at the job site, is favorable to promoting the efficiency of construction.
The utility model has the following concrete scheme: a double H-shaped latticed column is provided with two H-shaped stand columns A and two H-shaped stand columns B which are arranged side by side, wing plates of the two H-shaped stand columns are arranged in parallel, a plurality of stiffening plates are arranged on the wing plates close to the inner sides of the two H-shaped stand columns at certain intervals, and the stiffening plates on the H-shaped stand columns A and the H-shaped stand columns B are symmetrically arranged; transverse angle steel supports are welded between the corresponding stiffening plates on the H-shaped stand column A and the H-shaped stand column B, a plurality of oblique angle steel supports are welded between the stiffening plates on the H-shaped stand column A and the stiffening plates on the H-shaped stand column B, and all the oblique angle steel supports jointly form an S-shaped structural support; shoulder brackets are arranged between the upper parts of the H-shaped stand column A and the H-shaped stand column B, and mounting bottom plates are welded at the bottoms of the H-shaped stand column A and the H-shaped stand column B respectively.
Further, the utility model discloses in stiffening plate on H type stand A and the H type stand B divides to establish to bold stiffening plate and fritter stiffening plate, and wherein bold stiffening plate is used for welding two oblique angle steel supports and a horizontal angle steel support, and fritter stiffening plate is used for welding horizontal angle steel support alone.
Further, in the utility model discloses in shoulder bracket is including connecting two cross braces boards between H type stand A and H type stand B, upwards is provided with two vertical bracket boards on two cross braces boards, has all seted up the connecting hole on every vertical bracket board, is equipped with between two vertical bracket boards and still is equipped with horizontal bracket board.
Furthermore, in the present invention, a plurality of reinforcing ribs are disposed on the outer sides of the respective webs of the H-shaped columns a and B.
The utility model discloses a lattice column structural design is compact, and large-scale bearing capacity promotes greatly, simultaneously because the design has the shoulder bracket on the post, this kind of structure just can make the completion in making the workshop, has saved the trouble that the later stage installed additional, has promoted the site operation efficiency greatly.
Drawings
Fig. 1 is a schematic view of the structure of the main view direction of the present invention;
fig. 2 is a schematic side view of the structure of the present invention;
fig. 3 is a schematic view of the structure in the direction of a-a in fig. 1.
In the figure: the structure comprises the following components, by weight, 1-a vertical bracket plate, 2-a cross bracing plate, 3-a large stiffening plate, 4-H type stand column A, 5-a small stiffening plate, 6-a transverse angle steel support, 7-H type stand column B, 8-an oblique angle steel support, 9-an installation bottom plate, 10-a connecting hole, 11-a wing plate, 12-a reinforcing rib plate, 13-a web plate and 14-a transverse bracket plate.
Detailed Description
Referring to fig. 1-3, the present invention relates to a double H-shaped lattice column, which has two H-shaped columns a4 and B7 arranged side by side, wherein the wing plates of the two H-shaped columns are arranged in parallel, a plurality of stiffening plates are arranged on the wing plates of the two H-shaped columns near the inner sides at certain intervals, and the stiffening plates on the H-shaped column a and the H-shaped column B are arranged symmetrically; transverse angle steel supports 6 are welded between the corresponding stiffening plates on the H-shaped stand column A and the H-shaped stand column B, a plurality of oblique angle steel supports 8 are also welded between the stiffening plates on the H-shaped stand column A and the stiffening plates on the H-shaped stand column B, and all the oblique angle steel supports jointly form an S-shaped structural support; shoulder brackets are arranged between the upper parts of the H-shaped upright A and the H-shaped upright B, and mounting bottom plates 9 are welded at the bottoms of the H-shaped upright A and the H-shaped upright B respectively.
Further, in this embodiment, the stiffening plates on the H-shaped columns a and the H-shaped columns B are divided into a large stiffening plate 3 and a small stiffening plate 5, where the large stiffening plate is used to weld two oblique angle steel supports and one transverse angle steel support, and the small stiffening plate is used to weld the transverse angle steel support alone.
Further, in this embodiment the shoulder bracket is including connecting two cross braces 2 between H type stand A and H type stand B, upwards is provided with two vertical bracket boards 1 on two cross braces, has all seted up connecting hole 10 on every vertical bracket board, is equipped with between two vertical bracket boards and still is equipped with horizontal bracket board 14.
Further, in this embodiment, a plurality of reinforcing rib plates 12 are further disposed on outer sides of respective webs of the H-shaped columns a and B.
The utility model discloses a weld big piece stiffener 3 and fritter stiffener 5 on the position that corresponds on the respective pterygoid lamina of H type stand A and H type stand B that two H steels constitute, then weld oblique angle steel support and horizontal angle steel support between the two, when processing, weld two oblique angle steel supports and a horizontal angle steel support on the big piece stiffener simultaneously, and the other end of horizontal angle steel support is welded on fritter stiffener, all weld on the corresponding position on two pterygoid laminas on each H type stand A or H type stand B, can increase bearing strength like this, all oblique angle steel supports present S-shaped arrangement structure simultaneously; after the structure is welded, the shoulder corbels are welded on the upper portion, the structure of the shoulder corbels is described, connection of other component structures through the corbels is facilitated, the specific structure of the shoulder corbels can be changed slightly, and corbels designed into other structural forms can be used for connection of steel structural members.
The utility model discloses a lattice column structural design is compact, and large-scale bearing capacity promotes greatly, simultaneously because the design has the shoulder bracket on the post, this kind of structure just can make the completion in making the workshop, has saved the trouble that the later stage installed additional, has promoted the site operation efficiency greatly.
Claims (4)
1. A two H type lattice column which characterized in that: the H-shaped upright post comprises an H-shaped upright post A and an H-shaped upright post B which are arranged side by side, wing plates of the two H-shaped upright posts are arranged in parallel, a plurality of stiffening plates are arranged on the wing plates close to the inner sides of the two H-shaped upright posts at certain intervals, and the stiffening plates on the H-shaped upright post A and the H-shaped upright post B are symmetrically arranged; transverse angle steel supports are welded between the corresponding stiffening plates on the H-shaped stand column A and the H-shaped stand column B, a plurality of oblique angle steel supports are welded between the stiffening plates on the H-shaped stand column A and the stiffening plates on the H-shaped stand column B, and all the oblique angle steel supports jointly form an S-shaped structural support; shoulder brackets are arranged between the upper parts of the H-shaped stand column A and the H-shaped stand column B, and mounting bottom plates are welded at the bottoms of the H-shaped stand column A and the H-shaped stand column B respectively.
2. A double H-shaped lattice column as claimed in claim 1, wherein: the stiffening plates on the H-shaped stand column A and the H-shaped stand column B are divided into a large stiffening plate and a small stiffening plate, wherein the large stiffening plate is used for welding two oblique angle steel supports and one transverse angle steel support, and the small stiffening plate is used for independently welding the transverse angle steel support.
3. A double H-shaped lattice column as claimed in claim 1, wherein: shoulder bracket is including connecting two cross braces between H type stand A and H type stand B, upwards is provided with two vertical bracket boards on two cross braces, has all seted up the connecting hole on every vertical bracket board, is equipped with between two vertical bracket boards and still is equipped with horizontal bracket board.
4. A double H-shaped lattice column as claimed in claim 1, wherein: and a plurality of reinforcing rib plates are arranged on the outer sides of the webs of the H-shaped upright A and the H-shaped upright B respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921356013.7U CN210508040U (en) | 2019-08-21 | 2019-08-21 | double-H-shaped lattice column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921356013.7U CN210508040U (en) | 2019-08-21 | 2019-08-21 | double-H-shaped lattice column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210508040U true CN210508040U (en) | 2020-05-12 |
Family
ID=70590558
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921356013.7U Expired - Fee Related CN210508040U (en) | 2019-08-21 | 2019-08-21 | double-H-shaped lattice column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210508040U (en) |
-
2019
- 2019-08-21 CN CN201921356013.7U patent/CN210508040U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200512 |