CN108149943A - A kind of Reinforced Concrete Members with Flexure anti-bend reinforced with anchor steel - Google Patents
A kind of Reinforced Concrete Members with Flexure anti-bend reinforced with anchor steel Download PDFInfo
- Publication number
- CN108149943A CN108149943A CN201711184706.8A CN201711184706A CN108149943A CN 108149943 A CN108149943 A CN 108149943A CN 201711184706 A CN201711184706 A CN 201711184706A CN 108149943 A CN108149943 A CN 108149943A
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- China
- Prior art keywords
- anchor
- reinforced
- post
- flexure
- bar planting
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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)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to a kind of Reinforced Concrete Members with Flexure anti-bend reinforced with anchor steel, including member body, beam side steel plate and bar planting formula connection by post-installed fastenings structure are further included, beam side Interal fixation is fixed in member body side, and by bar planting formula connection by post-installed fastenings structure.Compared with prior art, carry out the shearing between transfer beams side steel plate and member body present invention employs bar planting formula connection by post-installed fastenings structure, so as to which steel plate internal force is directly delivered to concrete component body interior, in addition anchor bolt has certain shear deformation ability, shearing Internal Force Redistribution between each anchor bolt can be achieved, avoid the occurrence of stress concentration phenomenon.
Description
Technical field
The present invention relates to a kind of flexural member, more particularly, to a kind of armored concrete anti-bend reinforced with anchor steel by curved
Component.
Background technology
The existing reinforcement means for being directed to Reinforced Concrete Members with Flexure mainly has the steel bonding of beam bottom or viscous fiber-reinforced composite
Material (FRP) method, chief destructive form are the brittleness stripping damage of bonding interface.Gradually reducing and building with price of steel product
Build ultimate attainment pursuit of the design to floor clear height, the design tension ratio of reinforcement for leading to flexural member is often higher, in the steel bonding of beam bottom or
FRP often leads to flexural member and brittle overreinforced destruction occurs.
Invention content
It is an object of the present invention to overcome the above-mentioned drawbacks of the prior art and provide one kind carries anchor steel bending resistance
The Reinforced Concrete Members with Flexure of reinforcing.
The purpose of the present invention can be achieved through the following technical solutions：
A kind of Reinforced Concrete Members with Flexure anti-bend reinforced with anchor steel, including member body, further includes beam side steel plate
With bar planting formula connection by post-installed fastenings structure, beam side Interal fixation connects in member body side, and by anchoring after the bar planting formula
Binding structure is fixed.
The beam side steel plate compression-side is welded with compressive region ribbed stiffener.
The bar planting formula connection by post-installed fastenings structure includes anchor bolt and anchoring adhesive, is all provided in beam side steel plate and member body
The anchor hole that anchor bolt is worn is useful for, after the anchor bolt is arranged in anchor hole, is filled between anchor bolt and anchor hole by anchoring adhesive
Gap.
The bar planting formula connection by post-installed fastenings structure further includes seal washer and injecting glue washer, the seal washer and injection pad
Circle is sheathed in anchor bolt.
The bar planting formula connection by post-installed fastenings structure further includes nut, which is set in anchor bolt
The injecting glue washer is equipped with the pore flowed into for anchoring adhesive.
Compared with prior art, the invention has the advantages that：
1) it employs bar planting formula connection by post-installed fastenings structure and carrys out shearing between transfer beams side steel plate and member body, so as to
Steel plate internal force is directly delivered to concrete component body interior, in addition anchor bolt have certain shear deformation ability, it can be achieved that
Shearing Internal Force Redistribution between each anchor bolt, avoids the occurrence of stress concentration phenomenon.
2) since steel plate covers flexural member side from by the most of region for moving compression-side to, increasing tension
Also compression arrangement of reinforcement can be improved while arrangement of reinforcement, so as to which the ductility for keeping flexural member will not reduce or even increase.
Description of the drawings
Fig. 1 is the positive structure schematic of the present invention；
Fig. 2 is the side structure schematic diagram of the present invention；
Fig. 3 is the structure diagram of bar planting formula connection by post-installed fastenings structure；
Fig. 4 is the schematic top plan view of injecting glue washer；
Fig. 5 is the elevational schematic view of injecting glue washer；
Wherein：1st, beam side steel plate, 2, bar planting formula connection by post-installed fastenings structure, 3, compressive region ribbed stiffener, 21, nut, 22, sealing
Washer, 23, injecting glue washer, 24, steel plate, 25,26, anchoring adhesive, 27, anchor bolt, 28, member body.
Specific embodiment
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.The present embodiment is with technical solution of the present invention
Premised on implemented, give detailed embodiment and specific operating process, but protection scope of the present invention is not limited to
Following embodiments.
The application repairs after can be widely applied to the calamities such as building, the isostructural strengthening reconstruction of bridge and its earthquake, fire
In, beam side steel plate 1 and the co-operation of concrete flexural member main body are ensured by bar planting formula post-anchoring technology, so as to increase simultaneously
Add the tension of flexural member and compression arrangement of reinforcement, keep even improving ductility and the deformation of component while bend-carrying capacity is improved
Ability.
It is a kind of with the anti-bend reinforced Reinforced Concrete Members with Flexure of anchor steel, as depicted in figs. 1 and 2, including member body,
Beam side steel plate 1 and bar planting formula connection by post-installed fastenings structure 2 are further included, beam side steel plate 1 is fixed on member body side, and by bar planting formula
Connection by post-installed fastenings structure 2 is fixed.
Steel plate 1 compression-side in beam side is welded with compressive region ribbed stiffener 3.
As shown in figure 3, bar planting formula connection by post-installed fastenings structure 2 includes anchor bolt 27 and anchoring adhesive 25,26, beam side steel plate 1 and structure
27 hole of anchor bolt worn for anchor bolt 27 is equipped in part main body, after anchor bolt 27 is arranged in 27 hole of anchor bolt, by anchoring adhesive 25,26
Fill the gap between 27 hole of anchor bolt 27 and anchor bolt.
Bar planting formula connection by post-installed fastenings structure 2 further includes seal washer 5 and injecting glue washer 6, seal washer 5 and injecting glue washer 6
It is sheathed in anchor bolt 27.
Bar planting formula connection by post-installed fastenings structure 2 further includes nut 4, which is sheathed in anchor bolt 27
Injecting glue washer 6 is equipped with the pore flowed into for anchoring adhesive 25,26.
According to the anti-bend reinforced method of beam side anchor steel of the application, by the connection of bar planting formula connection by post-installed fastenings, beam side steel plate 1 and it is pressurized
Area's ribbed stiffener 3 forms, and beam side steel plate 1 is fixed on Reinforced Concrete Members with Flexure body side, using bar planting formula connection by post-installed fastenings
Structure 2 carrys out fixed beam side steel plate 1.
Beam side steel plate 1 is connected using bar planting formula connection by post-installed fastenings structure 2, according to practical deck-siding using perforation or non-through anchor
Bolt 27 need to be perfused anchoring adhesive 25,26 when using non-through anchor bolt 27 between hole and anchor pole, also may be used using when penetrating through anchor bolt 27
Not encapsulating.Beam side steel plate 1 covers beam side from by the large area for being pressed onto tension, and compression-side can configure compressive region ribbed stiffener 3 or
Angle steel, to prevent compressive buckling.
By taking freely-supported reinforced beam common shown in Fig. 1 as an example, first according to designed 27 hole of anchor bolt position, respectively in beam side
Two flank holes of steel plate 1 and beams of concrete.Its visual deck-siding of beams of concrete decides whether to penetrate through in 27 hole of anchor bolt, and when perforation can
Additional confining pressure is provided compressive region concrete.After being drilled hole, beam side steel plate 1 is put, is consolidated beam side steel plate 1 using injecting glue gasket
It is scheduled on beam side.The encapsulating into the pore that injection pad on piece is reserved again when anchoring adhesive 25,26 is overflowed from offside hole, shows
Anchoring adhesive 25,26 has been filled with gap between hole and anchor pole, then waits for colloid maintenance quietly and completes.For beam side steel plate 1 is prevented to be pressurized
Local buckling occurs for area, can receive pressure area ribbed stiffener 3 or anchor while steel plate 1 of mounting rail side to put more energy into compression edge welding
Angle steel.
Claims (6)
1. a kind of Reinforced Concrete Members with Flexure anti-bend reinforced with anchor steel, including member body, which is characterized in that further include
Beam side steel plate and bar planting formula connection by post-installed fastenings structure, beam side Interal fixation is in member body side, and by the bar planting formula
Connection by post-installed fastenings structure is fixed.
2. a kind of Reinforced Concrete Members with Flexure anti-bend reinforced with anchor steel according to claim 1, which is characterized in that
The beam side steel plate compression-side is welded with compressive region ribbed stiffener.
3. a kind of Reinforced Concrete Members with Flexure anti-bend reinforced with anchor steel according to claim 1, which is characterized in that
The bar planting formula connection by post-installed fastenings structure includes anchor bolt and anchoring adhesive, is equipped in beam side steel plate and member body for anchor
After the anchor bolt is arranged in anchor hole, the gap between anchor bolt and anchor hole is filled by anchoring adhesive for the anchor hole that bolt is worn.
4. a kind of Reinforced Concrete Members with Flexure anti-bend reinforced with anchor steel according to claim 3, which is characterized in that
The bar planting formula connection by post-installed fastenings structure further includes seal washer and injecting glue washer, and the seal washer and injecting glue washer are arranged
In in anchor bolt.
5. a kind of Reinforced Concrete Members with Flexure anti-bend reinforced with anchor steel according to claim 3, which is characterized in that
The bar planting formula connection by post-installed fastenings structure further includes nut, which is set in anchor bolt.
6. a kind of Reinforced Concrete Members with Flexure anti-bend reinforced with anchor steel according to claim 4, which is characterized in that
The injecting glue washer is equipped with the pore flowed into for anchoring adhesive.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711184706.8A CN108149943A (en) | 2017-11-23 | 2017-11-23 | A kind of Reinforced Concrete Members with Flexure anti-bend reinforced with anchor steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711184706.8A CN108149943A (en) | 2017-11-23 | 2017-11-23 | A kind of Reinforced Concrete Members with Flexure anti-bend reinforced with anchor steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108149943A true CN108149943A (en) | 2018-06-12 |
Family
ID=62469117
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711184706.8A Pending CN108149943A (en) | 2017-11-23 | 2017-11-23 | A kind of Reinforced Concrete Members with Flexure anti-bend reinforced with anchor steel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108149943A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485628A (en) * | 2019-07-11 | 2019-11-22 | 同济大学 | Concrete flexural member with prestressed aluminum alloy sheets and anti-bend reinforced method |
| CN111719882A (en) * | 2020-05-19 | 2020-09-29 | 龙德建设有限公司 | Wall body reinforcing structure and method for enhancing integrity of ancient building |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003013611A (en) * | 2001-06-29 | 2003-01-15 | Naito Kenchiku Sekkei Jimusho:Kk | Method and apparatus for strengthening reinforced concrete rigid-frame structure |
| CN201649684U (en) * | 2009-12-24 | 2010-11-24 | 上海勘测设计研究院 | Structure for reinforcing concrete top layer frame |
-
2017
- 2017-11-23 CN CN201711184706.8A patent/CN108149943A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003013611A (en) * | 2001-06-29 | 2003-01-15 | Naito Kenchiku Sekkei Jimusho:Kk | Method and apparatus for strengthening reinforced concrete rigid-frame structure |
| CN201649684U (en) * | 2009-12-24 | 2010-11-24 | 上海勘测设计研究院 | Structure for reinforcing concrete top layer frame |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485628A (en) * | 2019-07-11 | 2019-11-22 | 同济大学 | Concrete flexural member with prestressed aluminum alloy sheets and anti-bend reinforced method |
| CN111719882A (en) * | 2020-05-19 | 2020-09-29 | 龙德建设有限公司 | Wall body reinforcing structure and method for enhancing integrity of ancient building |
| CN111719882B (en) * | 2020-05-19 | 2023-09-08 | 龙德建设有限公司 | Wall reinforcing structure and method for reinforcing integrity of ancient building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180612 |
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| RJ01 | Rejection of invention patent application after publication |