CN207863508U - A kind of steel-bonded reinforcement part - Google Patents
A kind of steel-bonded reinforcement part Download PDFInfo
- Publication number
- CN207863508U CN207863508U CN201820014519.9U CN201820014519U CN207863508U CN 207863508 U CN207863508 U CN 207863508U CN 201820014519 U CN201820014519 U CN 201820014519U CN 207863508 U CN207863508 U CN 207863508U
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- China
- Prior art keywords
- beam column
- plate
- steel
- riser
- fixed
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Abstract
The utility model discloses a kind of steel-bonded reinforcement parts, belong to building field of reinforcement, it is intended to improve the compression effect of securing plate and beam column bottom surface, its key points of the technical solution are that the steel-bonded reinforcement part includes being located at symmetrically arranged two securing plates in beam column length direction cross section both sides, the fixed plate is divided into riser with beam column side abutting portion, the chemical bolt for being fixed on beam column is equipped on the riser, the riser is fixed with the transverse slat contradicted with beam column bottom surface towards beam column bottom end, the transverse slat is fixed with the bending plate parallel with riser away from the end of riser, it is equipped with the screw rod for compressing bending plate between two opposite bending plates.The sheet steel sections that the utility model solves positioned at soffit make steel plate and the binder of soffit keep compressing by the effect of both sides, compress the poor problem of effect.
Description
Technical field
The utility model is related to build field of reinforcement, more particularly to a kind of steel-bonded reinforcement part.
Background technology
Steel-bonded reinforcement is the surface that steel plate is bonded in concrete component using high performance epoxy adhesive, makes steel plate
Unified entirety is formed with concrete, the mesh of enhancing component load-bearing ability and rigidity is reached using the good tensile strength of steel plate
's.
It when steel-bonded reinforcement, needs to compress steel plate, makes between steel plate and the binder for being applied to concrete surface that there are one
Fixed pressure, to improve bonding strength of the binder to steel plate and concrete.By in chemical bolt Transducers Embedded in Concrete beam when construction,
Then binder is applied to beam surface, by steel plate fitting and beam surface, on chemical bolt rotation set nut, nut and surface of steel plate
It compresses, steel plate is made to keep certain pressure with binder.
Be often used the steel plate of the U-shaped structure to be bonded with beam when construction, the both sides of beam are embedded to chemical bolt, steel plate both sides with
The compression effect of beam is preferable, but soffit should not be embedded to chemical bolt, and the sheet steel sections positioned at soffit lean on the effect of both sides to make
Steel plate and the binder of soffit keep compressing, and it is poor to compress effect.
Utility model content
The purpose of this utility model is to provide a kind of steel-bonded reinforcement parts, are tensed bending plate by using bolt, bending
Plate keeps transverse slat to be compressed with beam column, has the advantages that improve the compression effect of securing plate and beam column bottom surface.
The above-mentioned technical purpose of the utility model technical scheme is that：A kind of steel-bonded reinforcement part,
For enhancing beam column intensity, the steel-bonded reinforcement part includes being located at symmetrically arranged two of beam column length direction cross section both sides to add
Solid plate, the securing plate are divided into riser with beam column side abutting portion, the chemical bolt for being fixed on beam column are equipped on the riser,
The riser is fixed with the transverse slat contradicted with beam column bottom surface towards beam column bottom end, and the transverse slat is fixed away from the end of riser
There is the bending plate parallel with riser, the screw rod for compressing bending plate is equipped between opposite two bending plates.
By using above-mentioned technical proposal, chemical bolt is fixed on beam column, and the nut on chemical bolt is by riser and beam
Column side keeps preferable impaction state, is then compressed bending plate using screw rod, bending plate makes the cross contradicted with beam column bottom surface
Plate keeps compressing with the binder of beam column bottom surface, so that binder is preferably bonded securing plate and beam column bottom surface, to improve
The bonding strength of securing plate and beam column bottom surface, screw rod can suitably adjust the pressing force of bending plate, be suitable for as needed
Different reinforcing demands.
The utility model is further arranged to：The transverse slat is fixed with reinforcing plate, the reinforcing plate away from the side of beam column
It is fixed on bending plate away from the end of transverse slat.
By using above-mentioned technical proposal, reinforcing plate enhances the structural strength of transverse slat and bending plate, when use screw rod pressure
Tightly when two opposite bending plates, the deformation of bending plate is smaller.
The utility model is further arranged to：The bending plate, transverse slat and reinforcing plate form isosceles right triangle structure.
By using above-mentioned technical proposal, smaller structure is generated when reinforcing plate can make bending plate bear identical active force
Deformation is conducive to improve the stability that bending plate uses.
The utility model is further arranged to：Middle part is provided with the arc away from beam column to the securing plate in the width direction
Curved, the curved bend is concordant with riser when being compressed by nut.
By using above-mentioned technical proposal, when nut rotation is set on chemical bolt, nut is contradicted with curved bend and is compressed, will
Curved bend flattens, and curved bend further enhances the pressure of riser and beam column side after flattening, riser is made to be tightly attached to beam column.
The utility model is further arranged to：The end of the riser towards beam column bottom surface, which is fixed with, avoids beam column end angle
Arc plate, end of the arc backboard from riser are fixed with transverse slat.
By using above-mentioned technical proposal, arc plate avoids the end angle of beam column, to beam column end when smaller securing plate installation
The damage in portion, while riser uses arc plate transition with transverse slat, increases the bonding strength of bending part.
The utility model is further arranged to：The surface that the securing plate is contradicted with beam column, which is provided with, increases securing plate and beam
The protrusion of column contact area.
By using above-mentioned technical proposal, protrusion increases securing plate and beam column contact area, and more binders is made to paste
It closes between fixed plate and beam column, improves securing plate and the tightness of beam-to-column joint.
The utility model is further arranged to：The securing plate both sides are provided with rounded corner.
By using above-mentioned technical proposal, the setting of rounded corner, which removes the more sharp tip in securing plate both sides, makes both ends
Smoothly, the case where less worker during securing plate using being scratched.
The utility model is further arranged to：The securing plate is integrated the steel plate of setting.
By using above-mentioned technical proposal, securing plate is wholely set, and is convenient for the production of securing plate, is reduced the production of securing plate
Cost, steel plate structure intensity is higher, can preferably improve consolidation effect.
In conclusion the utility model has the advantages that：Chemical bolt is fixed on beam column, on chemical bolt
Riser and beam column side are kept preferable impaction state by nut, are then compressed bending plate using screw rod, bending plate makes and beam
The transverse slat that column bottom surface contradicts keeps compressing with the binder of beam column bottom surface, enables binder preferably by securing plate and beam column bottom surface
It bonds, to improve the bonding strength of securing plate and beam column bottom surface, screw rod can fit the pressing force of bending plate as needed
Work as adjustment, is suitable for different reinforcing demands.
Description of the drawings
Fig. 1 is a kind of use state structure chart of steel-bonded reinforcement part；
Fig. 2 is a kind of structural schematic diagram of steel-bonded reinforcement part；
Fig. 3 is enlarged drawing at A in Fig. 2.
In figure, 1, securing plate；11, riser；12, arc plate；13, transverse slat；14, bending plate；15, raised；16, curved bend；2、
Chemical bolt；3, screw rod；4, reinforcing plate；5, beam column.
Specific implementation mode
The utility model is described in further detail below in conjunction with attached drawing.The identical attached drawing of wherein identical parts
Label indicates.It should be noted that word "front", "rear" used in the following description, "left", "right", "up" and "down" refer to
It is the direction in attached drawing, word " bottom surface " and " top surface ", "inner" and "outside" are referred respectively to towards or away from particular elements geometry
The direction at center.
Embodiment 1
A kind of steel-bonded reinforcement part, as shown in Figure 1,5 outer surface of beam column is provided with several securing plates 1 along its length.It reinforces
1 overall structure of version is approximately L-type, and the opposite securing plate 1 of each two is located at 5 both sides of beam column.
As shown in Fig. 2, 1 both sides of securing plate are provided with rounded corner, securing plate 1 includes the riser 11 contradicted with 5 side of beam column,
One end of riser 11 towards 5 bottom surface of beam column is wholely set the arc plate 12 for avoiding beam column end angle, and arc plate 12 deviates from one end of riser
Be provided with the transverse slat 13 contradicted with 5 bottom surface of beam column, transverse slat 13 be wholely set away from beam column 5 away from one end of arc plate 12 and with it is perpendicular
The parallel bending plate 14 of plate 11.
As shown in figure 3, the curved bend 16 of 1 width of securing plate being provided centrally with away from beam column 5.Securing plate 1 is supported with beam column 5
Tactile surface is provided with the protrusion 15 being clouded in securing plate 1.
As shown in figure 3, transverse slat 13 is welded with the reinforcement positioned at 16 both sides of curved bend with bending plate 14 away from the end face of beam column 5
Plate 4, transverse slat 13, bending plate 14 and reinforcing plate 4 form isosceles right triangle structure.
As shown in Fig. 2, being evenly equipped with multiple chemical bolts 2 for wearing and being fixed in beam column 5 on riser 11, chemical bolt 2 exists
Three are set as in this implementation.
As shown in figure 3, there are certain gap between two opposite bending plates 14, worn on opposite two bending plates 14
Equipped with the screw rod 3 for tensing transverse slat 13.
A kind of steel-bonded reinforcement part, the course of work are as follows：
It is bonded in beam column 5 by securing plate 1 is arranged behind binder smearing and 5 surface of beam column, chemical bolt 2 is fixed on beam
In column 5, be set on chemical bolt 2 using nut rotation and flatten the curved bend 16 contradicted with nut with riser 11, make riser 11 and
The binder on 5 surface of beam column more closely compresses, and the setting of protrusion 15 further enhances the close of riser 11 and binder
Property.
Two bending plates 14 opposite on 5 same section of beam column are connected using screw rod 3, are made after screwing the nut on screw rod 3
Transverse slat 13 keeps more closely compressing with binder, and the setting of reinforcing plate 4 enhances transverse slat 13 and the structure of bending plate 14 is strong
Degree reduces deformation when bending plate 14 compresses.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can as needed make the present embodiment the modification of not creative contribution after reading this specification, but
As long as all being protected by Patent Law in the right of the utility model.
Claims (8)
1. a kind of steel-bonded reinforcement part, for enhancing beam column (5) intensity, it is characterised in that：The steel-bonded reinforcement part includes being located at beam
Symmetrically arranged two securing plates (1) in column (5) length direction cross section both sides, the securing plate (1) contradict with beam column (5) side
Part is riser (11), and the chemical bolt (2) for being fixed on beam column (5), riser (11) court are equipped on the riser (11)
The transverse slat (13) contradicted with beam column (5) bottom surface is fixed with to beam column (5) bottom end, the transverse slat (13) is away from riser (11)
End is fixed with the bending plate parallel with riser (11) (14), is equipped with bending between opposite two bending plates (14)
The screw rod (3) that plate (14) compresses.
2. a kind of steel-bonded reinforcement part according to claim 1, it is characterised in that：The transverse slat (13) is away from beam column (5)
Side is fixed with reinforcing plate (4), and the reinforcing plate (4) is fixed on bending plate (14) away from the end of transverse slat (13).
3. a kind of steel-bonded reinforcement part according to claim 2, it is characterised in that：The bending plate (14), transverse slat (13) and
Reinforcing plate (4) forms isosceles right triangle structure.
4. a kind of steel-bonded reinforcement part according to claim 1, it is characterised in that：The securing plate (1) in the width direction in
Portion is provided with the curved bend (16) away from beam column (5), and the curved bend (16) is concordant with riser (11) when being compressed by nut.
5. a kind of steel-bonded reinforcement part according to claim 1, it is characterised in that：The riser (11) is towards beam column (5) bottom
The end in face is fixed with the arc plate (12) for avoiding beam column (5) end angle, and the arc plate (12) is away from the end of riser (11) and transverse slat
(13) fixed.
6. a kind of steel-bonded reinforcement part according to claim 1, it is characterised in that：The securing plate (1) contradicts with beam column (5)
Surface be provided with the protrusion (15) for increasing securing plate (1) and beam column (5) contact area.
7. a kind of steel-bonded reinforcement part according to claim 1, it is characterised in that：Securing plate (1) both sides are provided with down
Fillet.
8. a kind of steel-bonded reinforcement part according to claim 1, it is characterised in that：The securing plate (1) is integrated setting
Steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820014519.9U CN207863508U (en) | 2018-01-04 | 2018-01-04 | A kind of steel-bonded reinforcement part |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820014519.9U CN207863508U (en) | 2018-01-04 | 2018-01-04 | A kind of steel-bonded reinforcement part |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207863508U true CN207863508U (en) | 2018-09-14 |
Family
ID=63464560
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820014519.9U Expired - Fee Related CN207863508U (en) | 2018-01-04 | 2018-01-04 | A kind of steel-bonded reinforcement part |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207863508U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110331865A (en) * | 2019-07-04 | 2019-10-15 | 太原理工大学 | A kind of full assembled bracing means and assembly method of H-shaped steel column |
-
2018
- 2018-01-04 CN CN201820014519.9U patent/CN207863508U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110331865A (en) * | 2019-07-04 | 2019-10-15 | 太原理工大学 | A kind of full assembled bracing means and assembly method of H-shaped steel column |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20180914 Termination date: 20210104 |