CN208152310U - A kind of horizontal tension rib connecting node of wall - Google Patents
A kind of horizontal tension rib connecting node of wall Download PDFInfo
- Publication number
- CN208152310U CN208152310U CN201820327547.6U CN201820327547U CN208152310U CN 208152310 U CN208152310 U CN 208152310U CN 201820327547 U CN201820327547 U CN 201820327547U CN 208152310 U CN208152310 U CN 208152310U
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- China
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- tension rib
- steel plate
- reinforced bar
- steel column
- bar sleeve
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Abstract
The utility model discloses a kind of horizontal tension rib connecting node of wall, to when solving that tension rib is connect with steel column in the prior art, the problem of steel plate mother metal can be damaged by the way of directly welding, causes structural elements strength reduction.Including：H profile steel column and tie bar component；Along H profile steel column length direction, several tie bar components are set；Tie bar component includes：Junction steel plate, reinforced bar sleeve and tension rib；Junction steel plate is C-type steel plate, and both ends are buckled on the wing plate of H profile steel column, and both ends pass through the edge of a wing position that fastening bolt is fixed on wing plate respectively；Reinforced bar sleeve is horizontal to be welded on junction steel plate, and the connecting pin of tension rib and reinforced bar sleeve has steel bar head, the steel bar head of tension rib and reinforced bar sleeve screwed connection.It has the beneficial effect that and not only shortens the construction period, and H profile steel column base material will not be injured, do not destroy structural elements intensity, so that the house using the connection structure is stronger reliable.
Description
Technical field：
The utility model relates to steel column tension rib interconnection technique field, in particular to a kind of horizontal tension rib connection section of wall
Point.
Background technique：
Tension rib, by the connection types such as bar planting, pre-buried, binding, using reinforcing bars such as HPB300, HRB335 according to certain
Reinforcing bar of the detailing requiments by rear masonry together with concrete component drawknot.In steel house, the horizontal steel tie of wall
When connecting with steel column, traditional construction technology is that steel tie is directly welded on steel column, many construction personnel's operating process
In, it is easy to steel plate mother metal is damaged accidentally, makes the strength reduction of structural elements, steel structure material is finally made to generate destruction.
Summary of the invention：
The utility model provides a kind of horizontal tension rib connecting node of wall, to solve tension rib in the prior art and steel
When column connects, the problem of steel plate mother metal can be damaged by the way of directly welding, causes structural elements strength reduction.
The utility model provides a kind of horizontal tension rib connecting node of wall, including：H profile steel column and tie bar component；Edge
H profile steel column length direction several tie bar components are set；Tie bar component includes：Junction steel plate, reinforced bar sleeve and drawknot
Muscle；Junction steel plate is C-type steel plate, and both ends are buckled on the wing plate of H profile steel column, and both ends pass through fastening bolt respectively and are fixed on the wing
The edge of a wing position of plate；Reinforced bar sleeve is horizontal to be welded on junction steel plate, and the connecting pin of tension rib and reinforced bar sleeve has reinforcing bar
Silk head, the steel bar head of tension rib and reinforced bar sleeve screwed connection.
Preferably, the number of the reinforced bar sleeve is two, each reinforced bar sleeve is correspondingly connected with a tension rib.
The utility model beneficial effect includes：Using previously fabricated connection component, by the horizontal tension rib of wall and H profile steel
Column connection, not only shortens the construction period, and will not injure H profile steel column base material, does not destroy structural elements intensity, so that using the company
The house of binding structure is stronger reliable.
Detailed description of the invention：
Attached drawing 1 is the cross section structure schematic diagram of the horizontal tension rib connecting node of wall of a width better embodiment.
In attached drawing：H profile steel column 1, junction steel plate 21, reinforced bar sleeve 22, tension rib 23, fastening bolt 3.
Specific embodiment：
In consideration of it, the utility model provides a kind of horizontal tension rib connecting node of wall, below in conjunction with Figure of description
The preferred embodiment of the utility model is illustrated.
As shown in fig.1, a kind of horizontal tension rib connecting node of wall, including：H profile steel column 1 and tie bar component；Along
Several tie bar components are arranged in 1 length direction of H profile steel column；Tie bar component includes：Junction steel plate 21, reinforced bar sleeve 22 and drawing
Tie muscle 23；Junction steel plate 21 is C-type steel plate, and both ends are buckled on the wing plate of H profile steel column 1, and both ends pass through fastening bolt 3 respectively
It is fixed on the edge of a wing position of wing plate；Reinforced bar sleeve 22 is horizontal to be welded on junction steel plate 21, tension rib 23 and reinforced bar sleeve 22
Connecting pin have steel bar head, the steel bar head of tension rib 23 and 22 screwed connection of reinforced bar sleeve.The number of reinforced bar sleeve 22
It is two, each reinforced bar sleeve 22 is correspondingly connected with a tension rib 23.
Reinforced bar sleeve 22 also known as splice：To connect reinforcing bar and have the connection of internal screw thread corresponding with silk head thread
Part.Construction process：It is processed into straight thread with technique for rolling by end reinforced, and with the corresponding sleeve that connects by reinforcing bar and other structures
Part is connected with each other.
Specifically, first tie bar component is completed when construction, by one end of two reinforced bar sleeves 22 and junction steel plate
The side plate in 21 middle sections is welded, and the thread segment of reinforced bar sleeve 22 is outside, the reinforced bar sleeve 22 of welding and the company of junction steel plate 21
It is good to connect performance, the rigidity of structure is big, good integrity, ensure that air-tightness and watertightness；Secondly, by the reinforcing wire of horizontal tension rib 23
Head is connect with reinforced bar sleeve 22；Two free ends of c-type junction steel plate 21 open up tapped through hole, and fastening bolt 3 is passed through spiral shell
Line through-hole, is pressed on the inner surface on the wing plate edge of a wing of H profile steel column 1, and fastens, and completes consolidating for junction steel plate 21 and H profile steel column 1
Fixed connection.
By previously prepared multiple tie bar components, tension rib 23 can be quickly attached with H profile steel column 1, no
The construction period is only shortened, and ensure that the integrality of 1 base material of H profile steel column, is not easy accidentally to be damaged, reduces defect rate, is guaranteed
The intensity of structural elements.
Claims (2)
1. a kind of horizontal tension rib connecting node of wall, which is characterized in that including：H profile steel column and tie bar component；Along described
Several tie bar components are arranged in H profile steel column length direction；The tie bar component includes：Junction steel plate, reinforced bar sleeve with
And tension rib；The junction steel plate is C-type steel plate, and both ends are buckled on the wing plate of H profile steel column, and both ends pass through fastening spiral shell respectively
Bolt is fixed on the edge of a wing position of the wing plate；The reinforced bar sleeve is horizontal to be welded on the junction steel plate, the tension rib
Steel bar head is had with the connecting pin of the reinforced bar sleeve, the steel bar head of the tension rib and the reinforced bar sleeve screw thread connect
It connects.
2. the horizontal tension rib connecting node of wall as described in claim 1, which is characterized in that including：The reinforced bar sleeve
Number is two, and each reinforced bar sleeve is correspondingly connected with a tension rib.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820327547.6U CN208152310U (en) | 2018-03-10 | 2018-03-10 | A kind of horizontal tension rib connecting node of wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820327547.6U CN208152310U (en) | 2018-03-10 | 2018-03-10 | A kind of horizontal tension rib connecting node of wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208152310U true CN208152310U (en) | 2018-11-27 |
Family
ID=64391399
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820327547.6U Active CN208152310U (en) | 2018-03-10 | 2018-03-10 | A kind of horizontal tension rib connecting node of wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208152310U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115095048A (en) * | 2022-06-30 | 2022-09-23 | 广东省建筑设计研究院有限公司 | Masonry tie bar structure |
-
2018
- 2018-03-10 CN CN201820327547.6U patent/CN208152310U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115095048A (en) * | 2022-06-30 | 2022-09-23 | 广东省建筑设计研究院有限公司 | Masonry tie bar structure |
| CN115095048B (en) * | 2022-06-30 | 2024-03-29 | 广东省建筑设计研究院有限公司 | Masonry tie bar structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 750299 No. 15 Fengqing West Road, Desheng Industrial Park, Helan County, Yinchuan City, Ningxia Hui Autonomous Region Patentee after: Ningxia Yuanggao Green Technology Building Co., Ltd. Address before: 750299 No. 15 Fengqing West Road, Desheng Industrial Park, Helan County, Yinchuan City, Ningxia Hui Autonomous Region Patentee before: Ningxia far hi tech energy equipment manufacturing Co., Ltd. |
|
| CP01 | Change in the name or title of a patent holder |