CN203531230U - Non-bearing type cross steel column - Google Patents
Non-bearing type cross steel column Download PDFInfo
- Publication number
- CN203531230U CN203531230U CN201320530500.7U CN201320530500U CN203531230U CN 203531230 U CN203531230 U CN 203531230U CN 201320530500 U CN201320530500 U CN 201320530500U CN 203531230 U CN203531230 U CN 203531230U
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- steel beam
- girder steel
- edgefolds
- utility
- model
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Abstract
The utility model relates to a non-bearing type cross steel column which comprises a left steel beam (1) and a right steel beam (2), wherein the left steel beam (1) and the right steel beam (2) are arranged in an axial left-right symmetry manner and form a cavity (3), and the left steel beam (1) and the right steel beam (2) are connected through a welding rod (6); the left steel beam (1) and the right steel beam (2) are identical, each steel beam comprises a C-shaped steel beam body (4) and two edgefolds (5); the two edgefolds (5) are respectively located at both ends of the steel beam body (4), and the corresponding edgefolds (5) of the left steel beam (1) and the right steel beam (2) are attached to each other. The non-bearing cross steel beam provided by the utility model is convenient to install and firm to connect, can bear great pressure and save a lot of manpower and time, and is good in soundproof, dampproof and heat-insulating effects.
Description
Technical field
The utility model relates to the horizontal girder steel of a kind of non-bearing formula.
Background technology
On interior exterior wall, be clay or concrete wall, brill wall, lay bricks wall or wallboard, gypsum plank or calcium silicate board, wet or dry metope all need good stability and fastness.In body of wall, all by concrete column, installed, not only erection procedure is complicated inconvenient, and connection is also insecure, also expends a large amount of manpowers and time in the past, and sound insulation in addition, protection against the tide and effect of heat insulation are also bad.
Summary of the invention
The purpose of this utility model is to overcome above-mentioned deficiency, provides a kind of and is convenient to install, be connected firmly and the horizontal girder steel of non-bearing formula of sound insulation, protection against the tide and good heat-insulation effect.
The purpose of this utility model is achieved in that
The horizontal girder steel of a kind of non-bearing formula, comprise left girder steel and right girder steel, described left girder steel and right girder steel left and right are arranged axisymmetricly, and both form a cavity, between described left girder steel and right girder steel, by a welding rod, be formed by connecting, described left girder steel and right girder steel are two identical girder steels, include girder steel body and two flangings that are C type, article two, flanging lays respectively at the two ends of girder steel body, and the corresponding flanging of left girder steel and right girder steel is bonded to each other.
Compared with prior art, the beneficial effects of the utility model are:
The horizontal girder steel of the utility model non-bearing formula is convenient to install, and is connected firmly, and can bear very large pressure, has saved a large amount of manpowers and time, and sound insulation, protection against the tide and good heat-insulation effect, and concrete advantage is as follows:
1, easy operating and installation, each parts are all light-duty design, have simplified erection procedure, even wall anchor also only need slide into appropriate location simply;
2, save plenty of time and labour, saved numerous and diverse template and the time on steel work of spending in;
3, compare with concrete, steel work system impurity still less, cleaner, and terms security will get a promotion;
4, sound insulation, protection against the tide and good heat-insulation effect;
5, steel work leaves certain space that moves both vertically, and so just can control cracking.
Accompanying drawing explanation
Fig. 1 is the structural representation of the horizontal girder steel of the utility model non-bearing formula.
Fig. 2 is the lateral view of Fig. 1.
Wherein:
Left girder steel 1
Right girder steel 2
Cavity 3
Girder steel body 4
Flanging 5
Welding rod 6.
The specific embodiment
Referring to Fig. 1 and Fig. 2, the horizontal girder steel of the utility model non-bearing formula, comprise left girder steel 1 and right girder steel 2, described left girder steel 1 and right girder steel 2 left and right are arranged axisymmetricly, and both form a cavity 3, between described left girder steel 1 and right girder steel 2, by a welding rod 6, be formed by connecting, described left girder steel 1 and right girder steel 2 are two identical girder steels, include girder steel body 4 and two flangings 5 that are C type, article two, flanging 5 lays respectively at the two ends of girder steel body 4, and the corresponding flanging 5 of left girder steel 1 and right girder steel 2 is bonded to each other.
The horizontal girder steel of this non-bearing formula is convenient to install, and is connected firmly, and can bear very large pressure, has saved a large amount of manpowers and time, and sound insulation, protection against the tide and good heat-insulation effect.
Claims (1)
1. the horizontal girder steel of non-bearing formula, it is characterized in that: the horizontal girder steel of described non-bearing formula comprises left girder steel (1) and right girder steel (2), described left girder steel (1) and right girder steel (2) left and right are arranged axisymmetricly, and both form a cavity (3), between described left girder steel (1) and right girder steel (2), by a welding rod (6), be formed by connecting, described left girder steel (1) and right girder steel (2) are two identical girder steels, include girder steel body (4) and two flangings (5) that are C type, article two, flanging (5) lays respectively at the two ends of girder steel body (4), the corresponding flanging (5) of left girder steel (1) and right girder steel (2) is bonded to each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320530500.7U CN203531230U (en) | 2013-08-29 | 2013-08-29 | Non-bearing type cross steel column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320530500.7U CN203531230U (en) | 2013-08-29 | 2013-08-29 | Non-bearing type cross steel column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203531230U true CN203531230U (en) | 2014-04-09 |
Family
ID=50417454
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320530500.7U Expired - Fee Related CN203531230U (en) | 2013-08-29 | 2013-08-29 | Non-bearing type cross steel column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203531230U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104863272A (en) * | 2015-05-29 | 2015-08-26 | 重庆大学 | Special-shaped cold-bending thin-wall steel tube concrete column and cold-bending thin-wall box-type steel beam frame joint |
-
2013
- 2013-08-29 CN CN201320530500.7U patent/CN203531230U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104863272A (en) * | 2015-05-29 | 2015-08-26 | 重庆大学 | Special-shaped cold-bending thin-wall steel tube concrete column and cold-bending thin-wall box-type steel beam frame joint |
| CN104863272B (en) * | 2015-05-29 | 2018-03-20 | 重庆大学 | Special-shaped cold-formed thin-walled steel pipe concrete column cold bending thin wall steel beam with box shape frame joint |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20140409 Termination date: 20170829 |