CN205839953U - A kind of masonry and girder steel, the outer concordant connection node of steel column - Google Patents
A kind of masonry and girder steel, the outer concordant connection node of steel column Download PDFInfo
- Publication number
- CN205839953U CN205839953U CN201620621097.2U CN201620621097U CN205839953U CN 205839953 U CN205839953 U CN 205839953U CN 201620621097 U CN201620621097 U CN 201620621097U CN 205839953 U CN205839953 U CN 205839953U
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- CN
- China
- Prior art keywords
- masonry
- steel
- steel column
- steel beam
- lateral surface
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Abstract
The utility model discloses a kind of masonry and girder steel, the outer concordant connection node of steel column, by being provided with building block in the outside notch of H profile steel beam, the medial surface of building block is positioned at the outside notch of H profile steel beam, the lateral surface of building block stretches out the outside notch of H profile steel beam, building block upper, on lower surface, the part outside the outside notch of H profile steel beam respectively and is provided with sealing filling member between concrete floor and masonry, part in upper masonry and be provided with soft inserts between upper masonry on side before and after described steel column, filling saw block it is provided with on the lateral surface of steel column, and fill the lateral surface of saw block with upper, the lateral surface of lower masonry is concordant.This utility model material therefor low price, it is easy to buying, working measure is simple, the most not specially requires operator.
Description
Technical field
This utility model belongs to steel building field, particularly relates to a kind of masonry and girder steel, the outer concordant connection of steel column
Node.
Background technology
Civil buildings have got more and more and have used steel construction at present, and wherein the girder steel of more than 90% is H profile steel, and this just makes
Alien invasion is become to be difficult to concordant.And owing to steel construction is different from the coefficient of expansion of masonry, at masonry with girder steel, steel column junction again
Through being commonly formed thermal cracking, have a strong impact on outside vertical surface of building attractive in appearance.The extensive universal of steel construction is also formed by these factors
Certain obstacle.
Summary of the invention
In order to solve problems of the prior art, this utility model purpose is to provide a kind of masonry and girder steel, steel column
The most concordant connection node.
In order to realize foregoing invention purpose, the technical scheme that this utility model employing is as described below:
A kind of masonry and girder steel, the outer concordant connection node of steel column, including concrete floor, steel column, H profile steel beam, upper block
Body and lower masonry, being respectively perpendicular connection before and after steel column on side has H profile steel beam, described concrete floor to be positioned at H profile steel beam
On the upper surface of top flange plate, the upper surface of concrete floor is built masonry by laying bricks or stones, and upper masonry has been built by laying bricks or stones before steel column
On trailing flank, the bottom wing listrium of H profile steel beam is positioned on the upper surface of lower masonry, the upper and lower end face of described steel column respectively with upper block
The upper surface of body is concordant with the lower surface of lower masonry；Building block it is provided with, the medial surface position of building block in the outside notch of H profile steel beam
In the outside notch of H profile steel beam, the lateral surface of building block stretches out the outside notch of H profile steel beam, the upper and lower end face of building block upper in
Part outside the outside notch of H profile steel beam respectively and is provided with sealing filling member, described steel between concrete floor and masonry
Before and after post, the part in upper masonry and be provided with soft inserts between upper masonry on side, the lateral surface of steel column sets
It is equipped with filling saw block, and the lateral surface filling saw block is concordant with the lateral surface of upper and lower masonry.
Further, described sealing filling member includes soft inserts, polyethylene rod and lute in.
Further, the lateral surface of upper masonry is linked with steel wire, and steel wire is by upper and lower masonry and upper and lower
Region between masonry all covers, and painting on steel wire has screed.
Owing to using technique scheme, this utility model has a following superiority:
This utility model material therefor low price, it is easy to buying, working measure is simple, does not substantially have spy to operator
Not requirement.Under the load bearing manner premise not changing structure wall, facade is completely secured concordant；For steel construction and block
Coefficient of volume expansion difference easily causes the problem of thermal cracking, by steel wire, they is carried out drawknot parcel, smears screed straight
Connect and hang on steel wire, the problem that the most no longer there is thermal cracking.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model；
Fig. 2 is A-A direction view in Fig. 1.
In figure: 1-steel column；2-concrete floor；3-building block；4-H section steel beam；Masonry under 5-；6-steel wire；7-screed；
The upper masonry of 8-；The soft inserts of 9-；10-fills saw block.
Detailed description of the invention
Below in conjunction with the accompanying drawings and the technical solution of the utility model is described in further detail by embodiment.
As shown in Figure 1, 2, a kind of masonry and girder steel, the outer concordant connection node of steel column, including concrete floor 2, steel column
1, H profile steel beam 4, upper masonry 8 and lower masonry 5, being respectively perpendicular connection before and after steel column 1 on side has H profile steel beam 4, described mixed
Solidifying Tulou plate 2 is positioned on the upper surface of H profile steel beam 4 top flange plate, has built masonry 8 on the upper surface of concrete floor 2 by laying bricks or stones,
And upper masonry 8 builds by laying bricks or stones before and after steel column 1 on side, the bottom wing listrium of H profile steel beam 4 is positioned on the upper surface of lower masonry 5, described
The upper and lower end face of steel column 1 is concordant with the lower surface of the upper surface of upper masonry 8 and lower masonry 5 respectively；Outer side slot at H profile steel beam 4
Being provided with building block 3 in Kou, the medial surface of building block 3 is positioned at the outside notch of H profile steel beam 4, and the lateral surface of building block 3 stretches out H profile steel
The outside notch of beam, the upper part outside the outside notch of H profile steel beam of upper and lower end face of building block respectively with concrete floor
With the gap between masonry fills in reality with soft inserts 9, then with the sealing of polyethylene rod outer brush lute in, described steel column 1
Before and after on side gap between part and the upper masonry in upper masonry stay wide not less than 20mm, fill out with soft inserts
Real, the lateral surface of steel column is provided with filling saw block 10, and the lateral surface filling saw block is concordant with the lateral surface of upper and lower masonry.
The problems that easily cause thermal cracking different from the masonry coefficient of expansion for steel construction, by the outside at upper masonry
It is linked with steel wire on face, and the region between upper and lower masonry and upper and lower masonry is all covered by steel wire, then smear mortar
Layer directly hangs on steel wire, the problem that the most no longer there is thermal cracking.
Claims (3)
1. masonry and girder steel, the outer concordant connection node of steel column, including concrete floor, steel column, H profile steel beam, upper masonry
With lower masonry, being respectively perpendicular connection before and after steel column on side has H profile steel beam, described concrete floor to be positioned on H profile steel beam
On the upper surface of flange plate, the upper surface of concrete floor is built masonry by laying bricks or stones, and upper masonry has been built by laying bricks or stones before and after steel column
On side, the bottom wing listrium of H profile steel beam is positioned on the upper surface of lower masonry, the upper and lower end face of described steel column respectively with upper masonry
Upper surface concordant with the lower surface of lower masonry；It is characterized in that: in the outside notch of H profile steel beam, be provided with building block, building block
Medial surface is positioned at the outside notch of H profile steel beam, and the lateral surface of building block stretches out the outside notch of H profile steel beam, the upper and lower end of building block
On face, the part outside the outside notch of H profile steel beam respectively and is provided with sealing filling between concrete floor and masonry
Part, the part in upper masonry and be provided with soft inserts between upper masonry on side before and after described steel column, steel column
It is provided with filling saw block on lateral surface, and the lateral surface filling saw block is concordant with the lateral surface of upper and lower masonry.
Masonry the most according to claim 1 and girder steel, the outer concordant connection node of steel column, is characterized in that: described sealing is filled out
Fill part and include soft inserts, polyethylene rod and lute in.
Masonry the most according to claim 1 and girder steel, the outer concordant connection node of steel column, is characterized in that: at upper masonry
It is linked with steel wire on lateral surface, and the region between upper and lower masonry and upper and lower masonry is all covered, at steel by steel wire
Paint on silk screen and have screed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620621097.2U CN205839953U (en) | 2016-06-22 | 2016-06-22 | A kind of masonry and girder steel, the outer concordant connection node of steel column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620621097.2U CN205839953U (en) | 2016-06-22 | 2016-06-22 | A kind of masonry and girder steel, the outer concordant connection node of steel column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205839953U true CN205839953U (en) | 2016-12-28 |
Family
ID=58153202
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620621097.2U Expired - Fee Related CN205839953U (en) | 2016-06-22 | 2016-06-22 | A kind of masonry and girder steel, the outer concordant connection node of steel column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205839953U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113482199A (en) * | 2021-07-05 | 2021-10-08 | 中建科工集团有限公司 | ALC plate and steel column connection node protection method and connection node protection structure |
-
2016
- 2016-06-22 CN CN201620621097.2U patent/CN205839953U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113482199A (en) * | 2021-07-05 | 2021-10-08 | 中建科工集团有限公司 | ALC plate and steel column connection node protection method and connection node protection structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 471132 airport industrial zone, Macheng Town, Luoyang, Henan, Mengjin Patentee after: Hang Gang steel (Henan) Co., Ltd. Address before: 471132 airport industrial zone, Macheng Town, Luoyang, Henan, Mengjin Patentee before: Henan Hangxiao Steel Structure Co., Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161228 Termination date: 20210622 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |