CN106150120A - A kind of building progressive collapse-resisting bracing means utilizing steel bonding glue - Google Patents
A kind of building progressive collapse-resisting bracing means utilizing steel bonding glue Download PDFInfo
- Publication number
- CN106150120A CN106150120A CN201610608079.5A CN201610608079A CN106150120A CN 106150120 A CN106150120 A CN 106150120A CN 201610608079 A CN201610608079 A CN 201610608079A CN 106150120 A CN106150120 A CN 106150120A
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- China
- Prior art keywords
- steel
- bonding glue
- column
- steel column
- building
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of building progressive collapse-resisting bracing means utilizing steel bonding glue, the inner chamber of described building masonry wall is provided with multiple beam steel and multiple steel column, multiple described beam steel and multiple steel column are mutually perpendicular to install, adjacent described beam steel and steel column are connected by steel bonding glue, the corner of adjacent described beam steel and steel column is connected with angle steel by steel bonding glue, the two ends of described angle steel are connected with each other by gusset, described beam steel in the horizontal direction on be provided with the both sides being positioned at steel column and the circular hole with steel column as symmetry axis, described screw-thread steel passes through the outside that circular hole reaches beam steel, the two ends of two screw-thread steels with described steel column as symmetry axis are connected with each other by connecting rod.By the corner of the connection in beam steel and steel column steel bonding glue angle steel so that structure is more firm, the present invention has the features such as simple in construction, progressive collapse-resisting performance are strong.
Description
Technical field
The present invention relates to bracing means technical field, specially a kind of building progressive collapse-resisting utilizing steel bonding glue is reinforced
Device.
Background technology
With developing rapidly of Chinese national economy and constantly strengthening of overall national strength, steel building is built in China
The ratio in field improves constantly, as at China newly-built large quantities of stadiums, airport, station, theater, large-span industrial building and bridge
Beams etc. are built, and constantly expanding and using require to improve constantly with the scale such as stadiums, airport, necessarily cause steel
The span of structure constantly increases, and the increase of span necessarily makes the stress at structural bearings constantly increase, and may result in continuously
Property collapse accident, to this end, it is proposed that the building progressive collapse-resisting bracing means of a kind of steel bonding glue.
Content of the invention
It is an object of the invention to provide a kind of building progressive collapse-resisting bracing means utilizing steel bonding glue, on solving
State the problem proposing in background technology.
For achieving the above object, the present invention provides following technical scheme: a kind of building utilizing steel bonding glue resists to fall continuously
Collapse bracing means, including building masonry wall and screw-thread steel, the inner chamber of described building masonry wall is provided with multiple beam steel and multiple
Steel column, multiple described beam steel and multiple steel column be mutually perpendicular to install, and adjacent described beam steel and steel column connected by steel bonding glue,
The corner of adjacent described beam steel and steel column is connected with angle steel by steel bonding glue, and the two ends of described angle steel are mutual by gusset
Connect, described beam steel in the horizontal direction on be provided with the both sides being positioned at steel column and the circular hole with steel column as symmetry axis, described spiral shell
Line steel passes through the outside that circular hole reaches beam steel, and connecting rod phase is passed through at the two ends of two with described steel column as symmetry axis screw-thread steel
Connect.
Preferably, described angle steel is arranged to " L " type.
Preferably, multiple described beam steel and all equidistant arrangement of multiple steel column.
Preferably, described screw-thread steel becomes to be vertically arranged with gusset.
Compared with prior art, the invention has the beneficial effects as follows: this utilizes the building progressive collapse-resisting of steel bonding glue to reinforce
Device, by the corner of the connection in beam steel and steel column steel bonding glue angle steel so that structure is more firm, at angle steel
On gusset is set, serve supporting role, by installing screw-thread steel and connection in the both sides with steel column as symmetry axis for the beam steel
Bar so that play the effect of reinforcing to the structure of same layer, the present invention has the features such as simple in construction, progressive collapse-resisting performance are strong.
Brief description
Fig. 1 is present configuration schematic diagram；
Fig. 2 is plan structure schematic diagram of the present invention；
Fig. 3 is A portion of the present invention structural representation.
In figure: 1 building masonry wall, 2 beam steel, 3 steel columns, 4 angle steel, 5 steel bonding glue, 6 gussets, 7 circular holes, 8 screw-thread steels, 9
Connecting rod.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Describe, it is clear that described embodiment is only a part of embodiment of the present invention, rather than whole embodiments wholely.Based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of not making creative work
Embodiment, broadly falls into the scope of protection of the invention.
Referring to Fig. 1-3, the present invention provides a kind of technical scheme: a kind of building progressive collapse-resisting utilizing steel bonding glue adds
Being fixedly mounted with and putting, including building masonry wall 1 and screw-thread steel 8, the inner chamber of building masonry wall 1 is provided with multiple beam steel 2 and multiple steel column
3, multiple beam steel 2 and all equidistant arrangement of multiple steel column 3, multiple beam steel 2 and multiple steel column 3 are mutually perpendicular to install, adjacent
Beam steel 2 and steel column 3 are connected by steel bonding glue 5, and the corner of adjacent beams steel 2 and steel column 3 is connected with angle steel by steel bonding glue 5
4, angle steel 4 is arranged to " L " type, and the two ends of angle steel 4 are connected with each other by gusset 6.
Beam steel 2 in the horizontal direction on be provided with the both sides being positioned at steel column 3 and the circular hole 7 with steel column 3 as symmetry axis, screw thread
Steel 8 becomes to be vertically arranged with gusset 6, and screw-thread steel 8 passes through the outside that circular hole 7 reaches beam steel 2, two with steel column 3 as symmetry axis
The two ends of individual screw-thread steel 8 are connected with each other by connecting rod 9.
This utilizes the building progressive collapse-resisting bracing means of steel bonding glue, by turning in the connection of beam steel 2 and steel column 3
Paste angle steel 4 with steel bonding glue 5 at angle so that structure is more firm, angle steel 4 arrange gusset 6, serves supporting role,
By installing screw-thread steel 8 and connecting rod 9 in the both sides with steel column 3 as symmetry axis for the beam steel 2 so that the structure of same layer is played and adds
Solid effect, the present invention has the features such as simple in construction, progressive collapse-resisting performance are strong.
Although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, permissible
Understand and multiple change, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention
And modification, the scope of the present invention be defined by the appended.
Claims (4)
1. utilize a building progressive collapse-resisting bracing means for steel bonding glue, including building masonry wall (1) and screw-thread steel (8),
It is characterized in that: the inner chamber of described building masonry wall (1) is provided with multiple beam steel (2) and multiple steel column (3), multiple described horizontal strokes
Joist steel (2) and multiple steel column (3) are mutually perpendicular to install, and adjacent described beam steel (2) and steel column (3) are connected by steel bonding glue (5),
The corner of adjacent described beam steel (2) and steel column (3) is connected with angle steel (4), the two of described angle steel (4) by steel bonding glue (5)
End be connected with each other by gusset (6), described beam steel (2) in the horizontal direction on be provided be positioned at steel column (3) both sides and with
Steel column (3) is the circular hole (7) of symmetry axis, and described screw-thread steel (8) passes through the outside that circular hole (7) reaches beam steel (2), with described steel
Post (3) is that the two ends of two screw-thread steels (8) of symmetry axis are connected with each other by connecting rod (9).
2. a kind of building progressive collapse-resisting bracing means utilizing steel bonding glue according to claim 1, it is characterised in that:
Described angle steel (4) is arranged to " L " type.
3. a kind of building progressive collapse-resisting bracing means utilizing steel bonding glue according to claim 1, it is characterised in that:
Multiple described beam steel (2) and all equidistant arrangement of multiple steel column (3).
4. a kind of building progressive collapse-resisting bracing means utilizing steel bonding glue according to claim 1, it is characterised in that:
Described screw-thread steel (8) becomes to be vertically arranged with gusset (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610608079.5A CN106150120A (en) | 2016-07-29 | 2016-07-29 | A kind of building progressive collapse-resisting bracing means utilizing steel bonding glue |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610608079.5A CN106150120A (en) | 2016-07-29 | 2016-07-29 | A kind of building progressive collapse-resisting bracing means utilizing steel bonding glue |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106150120A true CN106150120A (en) | 2016-11-23 |
Family
ID=58060975
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610608079.5A Pending CN106150120A (en) | 2016-07-29 | 2016-07-29 | A kind of building progressive collapse-resisting bracing means utilizing steel bonding glue |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106150120A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109629844A (en) * | 2019-01-09 | 2019-04-16 | 西安建筑科技大学 | A kind of ruggedized construction system using interior fill plate prevention steel-frame structure continuous collapse |
| CN115217362A (en) * | 2022-06-22 | 2022-10-21 | 中国电力工程顾问集团东北电力设计院有限公司 | Nondestructive repair reinforcing method and device for single-shear connection node of angle steel tower |
-
2016
- 2016-07-29 CN CN201610608079.5A patent/CN106150120A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109629844A (en) * | 2019-01-09 | 2019-04-16 | 西安建筑科技大学 | A kind of ruggedized construction system using interior fill plate prevention steel-frame structure continuous collapse |
| CN115217362A (en) * | 2022-06-22 | 2022-10-21 | 中国电力工程顾问集团东北电力设计院有限公司 | Nondestructive repair reinforcing method and device for single-shear connection node of angle steel tower |
| CN115217362B (en) * | 2022-06-22 | 2024-04-30 | 中国电力工程顾问集团东北电力设计院有限公司 | Nondestructive repair reinforcing method and reinforcing device for single-shear connection node of angle steel pole tower |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20161123 |
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| WD01 | Invention patent application deemed withdrawn after publication |