CN206428984U - A kind of reinforcement - Google Patents
A kind of reinforcement Download PDFInfo
- Publication number
- CN206428984U CN206428984U CN201720078224.3U CN201720078224U CN206428984U CN 206428984 U CN206428984 U CN 206428984U CN 201720078224 U CN201720078224 U CN 201720078224U CN 206428984 U CN206428984 U CN 206428984U
- Authority
- CN
- China
- Prior art keywords
- beam body
- concrete
- deep gouge
- hole
- anchor rib
- Prior art date
- 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.)
- Expired - Fee Related
Links
Abstract
The utility model discloses a kind of reinforcement, belong to building field, it is intended to the bottom for being connected to beam body that can relatively stablize.Its drip irrigation device is：Including beam body, back-up coat is provided with below the beam body, the rinforcement bar of some horizontal positioneds is evenly equipped with the back-up coat, some anchor ribs are provided between the rinforcement bar and beam body, described anchor rib one end is fixedly connected with rinforcement bar, and the other end is extended in beam body, deep gouge is offered in the beam body, the deep gouge extends to and concrete one is filled with deep gouge, the deep gouge horizontal by 30 ° of angles, and the anchor rib.
Description
Technical field
The utility model is related to building field, more particularly to a kind of reinforcement.
Background technology
Beam body is an important part in building, and it needs to bear larger gravity, therefore typically can be under beam body
Side is provided with back-up coat, for reinforcing beam body, and beam body is born bigger gravity, back-up coat is used to reinforce beam body, still
Current back-up coat is the bottom for being fitted in beam body, and the contiguity with beam body is relatively low, and then the support that can not relatively stablize is lived
Beam body.
Utility model content
The purpose of this utility model is to provide a kind of reinforcement, and it can make the bottom for being connected to beam body that back-up coat is relatively stablized
Portion.
Above-mentioned technical purpose of the present utility model technical scheme is that：A kind of reinforcement, including
The rinforcement bar that some horizontal positioneds are evenly equipped with back-up coat, the back-up coat, the rinforcement bar are provided with below beam body, the beam body
Some anchor ribs are provided between beam body, described anchor rib one end is fixedly connected with rinforcement bar, and the other end is extended in beam body, institute
State and deep gouge is offered in beam body, the deep gouge is in 30 ° of angles with horizontal direction, and the anchor rib extends to deep gouge, described heavy
Concrete one is filled with groove.
By such scheme, back-up coat is arranged on the lower section of beam body, and for reinforcing beam body, rinforcement bar is arranged on back-up coat
Inside, anchor rib is used to strengthen the bonding strength between rinforcement bar and beam body, so that back-up coat is relatively stable to be connected to beam body
Bottom, deep gouge be used for concrete perfusion one, anchor rib is extended in deep gouge, into deep gouge after concrete perfusion one, anchoring
Muscle has just been securely anchored in beam body by concrete one, back-up coat is largely connected to the bottom of beam body, so that compared with
Stable reinforcing beam body, in addition, deep gouge is set horizontal by 30 ° of angles, can be such that concrete one is more conveniently poured into
Enter in deep gouge, and concrete one largely can be filled into deep gouge, make the firm anchor of concrete one in deep gouge
Anchor rib.
Further, thread groove one is offered on the cell wall of the deep gouge.
By such scheme, thread groove one is offered, the combination degree of the concrete one and deep gouge in deep gouge can be increased,
So that the concrete one in deep gouge is in relatively stable state, and then relatively stable anchor anchor rib.
Further, through hole is offered in the beam body around anchor rib, the through hole is connected with deep gouge, the through hole
It is interior to be filled with concrete two, the concrete one and the one of concrete two.
By such scheme, through hole is connected with deep gouge, concrete perfusion in concrete one, through hole is perfused with into deep gouge
Two, concrete one is wholely set with concrete two, the anchor rib in such through hole is by concrete two and the larger journey of concrete one
That spends is fixed in beam body.
Further, thread groove two is offered on the hole wall of the through hole.
By such scheme, thread groove two is offered, the combination degree of the concrete two and through hole in through hole can be increased,
It is located at so that concrete two is relatively stable in through hole, and then relatively stable anchor anchor rib.
Further, the anchor rib is spiral.
By such scheme, the surface of spiral is provided with flank, and flank can strengthen anchor rib and concrete two
Contiguity, make anchor rib is relatively stable to be connected on concrete two.
Further, the flank of the screw thread on the spiral tilts down setting, and the flank and screw thread
Angle between reinforcing bar is 30 °~60 °.
By such scheme, flank is tilted down setting, makes to form stopper slot between flank and spiral, when
After spiral is embedded in concrete two, concrete two is embedded in the stopper slot between flank and spiral, is embedded
Concrete two in stopper slot can largely prevent spiral from being glided in concrete two, so that spiral
Relatively stable is located in concrete two.
In summary, the utility model has the advantages that：
1st, by the setting of anchor rib, rinforcement bar and the bonding strength of beam body are added；
2nd, by the setting of the concrete two in the concrete one in deep gouge and through hole, make anchor rib is relatively stable to be anchored at
In beam body；
3rd, by the setting of spiral, make spiral is relatively stable to be in concrete two.
Brief description of the drawings
Fig. 1 is the structural representation that the present embodiment is used to embody back-up coat；
Fig. 2 is the structural representation that the present embodiment is used to embody anchor rib；
The enlarged drawing that Fig. 3 is A in Fig. 2；
Fig. 4 is the structural representation that the present embodiment is used to embody rinforcement bar.
In figure, 1, beam body；11st, back-up coat；2nd, rinforcement bar；21st, spiral；22nd, flank；3rd, deep gouge；31st, thread groove
One；32nd, concrete one；4th, through hole；41st, thread groove two；42nd, concrete two.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
A kind of reinforcement, as shown in figure 1, including beam body 1, in order that beam body 1 is more firmly, in the lower section of beam body 1
Provided with back-up coat 11.
As shown in figure 4, being evenly equipped with some rinforcement bars 2 in back-up coat 11, the equal horizontal positioned of rinforcement bar 2 is reinforced for improving
The intensity of layer 11.
As shown in Fig. 2 being provided with some anchor ribs between rinforcement bar 2 and beam body 1, one end and the rinforcement bar 2 of anchor rib connect
Connect, the other end is extended in inside beam body 1, draw rinforcement bar 2, make rinforcement bar 2 is relatively stable to be connected in beam body 1.
As shown in Fig. 2 offering deep gouge 3 in beam body 1, and anchor rib is extended in deep gouge 3, and filled out into deep gouge 3
Filled with concrete 1, the angle of deep gouge 3 and horizontal plane is 30 °, is so easy to concrete 1 to pour into deep gouge 3,
Flank 22 1 is offered on the cell wall of deep gouge 3, the combination degree of concrete 1 and deep gouge 3 can be increased.
Through hole 4, and the fill concrete two in through hole 4 are offered as shown in Fig. 2 being located in beam body 1 around anchor rib
42, through hole 4 is connected with deep gouge 3, and concrete 1 is integrated with concrete 2 42.
As shown in Fig. 2 offering thread groove 2 41 on the hole wall of through hole 4, concrete 2 42 and through hole 4 can be improved
The combination degree of hole wall, is attached in beam body 1 so that concrete 2 42 is relatively stable.
As shown in Figures 2 and 3, anchor rib is spiral 21, and the flank 22 of spiral 21 tilts down setting, makes
Form angle between flank 22 and spiral 21, and angle is a part for such concrete 2 42 between 30 °~60 °
It can be embedded in angle, what spiral 21 was stablized is spacing, so that spiral 21 is difficult in concrete 2 42
Glide, and then make spiral 21 is relatively stable to be connected in concrete 2 42, such anchor rib just relatively stablized it is spacing
In beam body 1, rinforcement bar 2 is attached in beam body 1 using anchor rib is relatively stable, so that back-up coat 11 is carried out surely to beam body 1
Fixed reinforcing.
This specific embodiment is only to explain of the present utility model, and it is not to limitation of the present utility model, ability
Field technique personnel can make the modification without creative contribution to the present embodiment as needed after this specification is read, but
As long as all being protected in right of the present utility model by Patent Law.
Claims (6)
1. a kind of reinforcement, including beam body（1）, it is characterized in that：The beam body（1）Lower section is provided with back-up coat（11）, it is described to reinforce
Layer（11）Inside it is evenly equipped with the rinforcement bar of some horizontal positioneds（2）, the rinforcement bar（2）With beam body（1）Between be provided with some anchorings
Muscle, described anchor rib one end and rinforcement bar（2）It is fixedly connected, the other end extends to beam body（1）It is interior, the beam body（1）On open up
There is deep gouge（3）, the deep gouge（3）Horizontal by 30 ° of angles, and the anchor rib extends to deep gouge（3）, the deep gouge（3）
It is interior to be filled with concrete one（32）.
2. a kind of reinforcement according to claim 1, it is characterized in that：The deep gouge（3）Cell wall on offer thread groove
One（31）.
3. a kind of reinforcement according to claim 1, it is characterized in that：The beam body（1）On offered around anchor rib
Through hole（4）, the through hole（4）With deep gouge（3）Connection, the through hole（4）It is interior to be filled with concrete two（42）, the concrete one
（32）With concrete two（42）One.
4. a kind of reinforcement according to claim 3, it is characterized in that：The through hole（4）Hole wall on offer thread groove
Two（41）.
5. a kind of reinforcement according to claim 1, it is characterized in that：The anchor rib is spiral（21）.
6. a kind of reinforcement according to claim 5, it is characterized in that：The spiral（21）On screw thread flank
（22）Tilt down setting, and the flank（22）With spiral（21）Between angle be 30 °~60 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720078224.3U CN206428984U (en) | 2017-01-21 | 2017-01-21 | A kind of reinforcement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720078224.3U CN206428984U (en) | 2017-01-21 | 2017-01-21 | A kind of reinforcement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206428984U true CN206428984U (en) | 2017-08-22 |
Family
ID=59582778
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720078224.3U Expired - Fee Related CN206428984U (en) | 2017-01-21 | 2017-01-21 | A kind of reinforcement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206428984U (en) |
-
2017
- 2017-01-21 CN CN201720078224.3U patent/CN206428984U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: No.11 paper lane, Qinhuai District, Nanjing, Jiangsu 210001 Patentee after: Zhongzhe International Engineering Design Co.,Ltd. Address before: 210016 room 2602, building 01, 300 Zhongshan East Road, Qinhuai District, Nanjing City, Jiangsu Province Patentee before: NANJING CHISAGE INTERNATIONAL ENGINEERING DESIGN Co.,Ltd. |
|
| 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: 20170822 Termination date: 20220121 |