CN209568613U - A kind of constructional column roof reinforcement structure - Google Patents
A kind of constructional column roof reinforcement structure Download PDFInfo
- Publication number
- CN209568613U CN209568613U CN201822176429.2U CN201822176429U CN209568613U CN 209568613 U CN209568613 U CN 209568613U CN 201822176429 U CN201822176429 U CN 201822176429U CN 209568613 U CN209568613 U CN 209568613U
- Authority
- CN
- China
- Prior art keywords
- column
- muscle
- steel plate
- platform steel
- constructional
- 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
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model discloses a kind of constructional column roof reinforcement structures, its key points of the technical solution are that being equipped with the positioning bar in insertion brick column in the constructional column, the positioning bar and the second column indulge perpendicular muscle and positioning bar and the second column indulge muscle welding, the tension rib being placed in stirrup is equipped in the constructional column and platform steel plate connecting pin, the tension rib includes the plane muscle welded with platform steel plate and the limit rib for being placed in plane muscle two sides, first column indulges muscle and the second column is indulged and is equipped with garter spring between muscle, garter spring is parallel with stirrup, the limit rib is welded with garter spring and stirrup respectively, the utility model aim is to provide a kind of anti-pressure ability strong, the constructional column roof reinforcement structure that enabling capabilities are good and intensity is high.
Description
Technical field
The utility model relates to a kind of architectural design technical fields, more specifically, it relates to add at the top of a kind of constructional column
Fixing structure.
Background technique
When building construction, when upper balcony is built using steel construction, worry load-bearing the problem of, it is desirable to increase again
It if adding constructional column, is more troublesome, directly directly increases constructional column beside brick column, be easy the resistance to compression so that bonding strength is not high
Ability is inadequate, and increasing well will also have good support effect.
Summary of the invention
In view of the deficienciess of the prior art, a kind of the purpose of this utility model is to provide anti-pressure abilities strong, support energy
The constructional column roof reinforcement structure that power is good and intensity is high.
To achieve the above object, the utility model provides following technical solution: a kind of constructional column roof reinforcement structure, packet
Platform steel plate and brick column are included, platform steel plate one end is embedded in brick column, and platform steel plate is embedded in brick end and is equipped with baffler, the barrier
Plate height is higher than platform steel plate height, and platform steel plate bottom is equipped with the constructional column connecting with brick column, is equipped with first in the constructional column
Column indulges muscle and the second column indulges muscle, and the first column indulges muscle and is parallel to each other with the vertical muscle of the second column, and first column indulges muscle and the second column indulges muscle
It is fixedly connected between two by stirrup, the positioning bar being equipped in the constructional column in insertion brick column, the positioning bar and second
Column indulges perpendicular muscle and positioning bar and the second column indulge muscle welding, is equipped in the constructional column and platform steel plate connecting pin and is placed in stirrup
Interior tension rib, the tension rib include the plane muscle welded with platform steel plate and the limit rib for being placed in plane muscle two sides, the first column
Vertical muscle and the second column, which are indulged, is equipped with garter spring between muscle, garter spring is parallel with stirrup, and the limit rib is welded with garter spring and stirrup respectively.
By using above-mentioned technical proposal, the design by baffler can increase the contact area of remaining brick column,
Improve the stability of connection, the baffler and platform steel plate integrally connected are equipped with by platform steel plate bottom and are connect with brick column
Constructional column increases the intensity of brick column and the intensity of integrated support platform steel plate, including the vertical muscle of the first column and the vertical muscle of the second column
Portion is supported reinforcement, indulges muscle with the first linear column and the second column indulges muscle to improve bending resistance, and carried out with stirrup
Inside is fixed and limits, and further improves integral strength, and be inserted into brick column by positioning bar and fix with brick column, realizes
The combination of constructional column and brick column realizes common support, improves integrated support ability and bending resistance, the constructional column and platform steel
The tension rib being placed in stirrup is equipped in plate connecting pin, which includes the plane muscle welded with platform steel plate and be placed in plane
The limit rib of muscle two sides is welded by plane muscle and platform steel plate, realizes that connection is even closer, plus its by limit rib into
Row connection, the first column of cooperation, which is indulged muscle and the second column and indulged, is equipped with garter spring between muscle, garter spring is parallel with stirrup, the limit rib respectively with
Garter spring and stirrup welding realize whole tension rib and are able to drive constructional column entirety, an entirety association are formed, not at single
To support, connection association is also played simultaneously, and realize the contact of large area, and realize multi-point dispersion simultaneously, improve whole
Body enabling capabilities and support strength.
The utility model is further arranged to: the positioning bar is placed in the end in constructional column equipped with connection strap, the connection
Item and stirrup weld.
By using above-mentioned technical proposal, make positioning bar fixation stronger using connection strap, and stress when
It waits, quick dispersion force can be played the role of, improve integrated support ability.
The utility model is further arranged to: the constructional column and platform steel plate connecting pin and baffler contradict.
It by using above-mentioned technical proposal, is contradicted, can utilize its own when generating bending load-bearing
Carry out stop, reduce deformation.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model embodiment.
Specific embodiment
The utility model embodiment is described further referring to Fig.1.
A kind of 301 roof reinforcement structure of constructional column, including platform steel plate 201 and brick column 101, the platform steel plate 201 1
In end insertion brick column 101, platform steel plate 201 is embedded in brick end and is equipped with baffler 202, which is higher than platform steel plate
201 height, 201 bottom of platform steel plate are equipped with the constructional column 301 connecting with brick column 101, and it is vertical to be equipped with the first column in the constructional column 301
Muscle 302 and the second column indulge muscle 303, and the first column indulges muscle 302 and is parallel to each other with the vertical muscle 303 of the second column, and first column indulges 302 He of muscle
Second column is indulged and is fixedly connected between 303 two, muscle by stirrup 304, is equipped in insertion brick column 101 and is determined in the constructional column 301
Position muscle 305, the positioning bar 305 and the second column indulge perpendicular muscle 303 and positioning bar 305 and the second column are indulged muscle 303 and welded, described
The tension rib being placed in stirrup 304 is equipped in constructional column 301 and 201 connecting pin of platform steel plate, which includes and platform steel
The plane muscle 501 that plate 201 welds and the limit rib 502 for being placed in 501 two sides of plane muscle, the first column indulges muscle 302 and the second column indulges muscle
Garter spring 401 is equipped between 303, garter spring 401 is parallel with stirrup 304, and the limit rib 502 is welded with garter spring 401 and stirrup 304 respectively
It connects.
By using above-mentioned technical proposal, the design by baffler 202 can increase connecing for remaining brick column 101
Contacting surface product, improves the stability of connection, and the baffler 202 and 201 integrally connected of platform steel plate pass through 201 bottom of platform steel plate
Equipped with the constructional column 301 connecting with brick column 101, increase the intensity of brick column 101 and the intensity of integrated support platform steel plate 201, benefit
Muscle 302 and the second column are indulged with the first column indulge muscle 303 and be supported reinforcements in inside, with the vertical muscle 302 of the first linear column and the
Two columns indulge muscle 303 to improve bending resistance, and carry out internal fixed and limit with stirrup 304, further improve whole strong
Degree, and it is interior fixed with brick column 101 by the insertion brick column 101 of positioning bar 305, realize the knot of constructional column 301 Yu brick column 101
Conjunction, realization is common to be supported, raising integrated support ability and bending resistance, in the constructional column 301 and 201 connecting pin of platform steel plate
Equipped with the tension rib being placed in stirrup 304, which includes the plane muscle 501 welded with platform steel plate 201 and is placed in plane
The limit rib 502 of 501 two sides of muscle is welded by plane muscle 501 and platform steel plate 201, realizes that connection is even closer, is adding it
It is attached by limit rib 502, the first column of cooperation indulges muscle 302 and the second column is indulged and is equipped with garter spring 401, garter spring 401 between muscle 303
Parallel with stirrup 304, the limit rib 502 is welded with garter spring 401 and stirrup 304 respectively, and realizing whole tension rib being capable of band
Dynamic constructional column 301 is whole, forms an entirety association, does not play support single, also plays connection association simultaneously, and realize
The contact of large area, and multi-point dispersion is realized simultaneously, it carries out improving integrated support ability and support strength.
The utility model is further arranged to: the positioning bar 305 is placed in the end in constructional column 301 equipped with connection strap
306, the connection strap 306 and stirrup 304 weld.
By using above-mentioned technical proposal, make the fixation of positioning bar 305 stronger using connection strap 306, and by
When power, quick dispersion force can be played the role of, improve integrated support ability.
The utility model is further arranged to: the constructional column 301 is supported with 201 connecting pin of platform steel plate with baffler 202
Touching.
It by using above-mentioned technical proposal, is contradicted, can utilize its own when generating bending load-bearing
Carry out stop, reduce deformation.
The above is only the preferred embodiment of the present invention, is not intended to limit the utility model, the skill of this field
Art personnel carry out common variations and alternatives within the scope of technical solutions of the utility model should be included in the guarantor of the utility model
It protects in range.
Claims (3)
1. a kind of constructional column roof reinforcement structure, including platform steel plate and brick column, it is characterized in that: platform steel plate one end is embedded in
In brick column, platform steel plate is embedded in brick end and is equipped with baffler, which is higher than platform steel plate height, and platform steel plate bottom is set
There is the constructional column connecting with brick column, the first column is equipped in the constructional column and indulges muscle and the vertical muscle of the second column, the first column indulges muscle and the second column
Vertical muscle is parallel to each other, and first column indulges muscle and the second column is indulged and is fixedly connected between two, muscle by stirrup, in the constructional column
Equipped with the positioning bar in insertion brick column, the positioning bar and the second column indulge perpendicular muscle and positioning bar and the vertical muscle of the second column weld,
The tension rib being placed in stirrup is equipped in the constructional column and platform steel plate connecting pin, which includes welding with platform steel plate
Plane muscle and be placed in the limit ribs of plane muscle two sides, the first column indulges muscle and the second column is indulged and is equipped with garter spring between muscle, garter spring and hoop
Muscle is parallel, and the limit rib is welded with garter spring and stirrup respectively.
2. a kind of constructional column roof reinforcement structure according to claim 1, it is characterized in that: the positioning bar is placed in constructional column
Interior end is equipped with connection strap, and the connection strap and stirrup weld.
3. a kind of constructional column roof reinforcement structure according to claim 2, it is characterized in that: the constructional column and platform steel plate
Connecting pin and baffler contradict.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822176429.2U CN209568613U (en) | 2018-12-24 | 2018-12-24 | A kind of constructional column roof reinforcement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822176429.2U CN209568613U (en) | 2018-12-24 | 2018-12-24 | A kind of constructional column roof reinforcement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209568613U true CN209568613U (en) | 2019-11-01 |
Family
ID=68330911
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822176429.2U Expired - Fee Related CN209568613U (en) | 2018-12-24 | 2018-12-24 | A kind of constructional column roof reinforcement structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209568613U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113482388A (en) * | 2021-07-18 | 2021-10-08 | 陕西省建筑科学研究院有限公司 | Method for installing post-anchoring reinforcing steel bar for reinforcing concrete beam |
-
2018
- 2018-12-24 CN CN201822176429.2U patent/CN209568613U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113482388A (en) * | 2021-07-18 | 2021-10-08 | 陕西省建筑科学研究院有限公司 | Method for installing post-anchoring reinforcing steel bar for reinforcing concrete beam |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209568613U (en) | A kind of constructional column roof reinforcement structure | |
| CN202969628U (en) | Hole reinforcing node for shear wall | |
| CN110847368A (en) | Buckling restrained brace component with aluminum alloy wood structure | |
| CN202672340U (en) | Column foot node structure of steel-structural latticed column | |
| CN107965058A (en) | A kind of device for improving ball hinged support node resistance to plucking load-carrying properties | |
| CN207672755U (en) | A kind of device improving node extraction-resistant behavior | |
| CN111910834B (en) | Design method of long longitudinal rib bent frame structure beam end reinforcement structure | |
| CN206501899U (en) | A kind of beam structure of automobile B-column joint | |
| CN107178339B (en) | Crossbeam structure and rig | |
| CN201334729Y (en) | Concrete beam side steel bracket structure | |
| CN207597852U (en) | Lower suspension centre structure | |
| CN207794466U (en) | A kind of broken line gangboard | |
| CN203613643U (en) | Multi-tower high-level transfer structure for high-rise building | |
| CN210562993U (en) | Steel construction anti-wind post | |
| CN209568610U (en) | A kind of outrigger ruggedized construction | |
| CN202138940U (en) | Elevator gantry crane | |
| CN219622002U (en) | Sleeve stiffening type buckling restrained brace | |
| CN209941970U (en) | Shear wall structure of high-rise building | |
| CN109138269A (en) | A kind of combined beam structure and its construction method | |
| CN207959707U (en) | A kind of steel truss for workshop | |
| CN207959710U (en) | Overhang girder construction | |
| CN211949137U (en) | Novel steel structure frame for pitched roof | |
| CN206859514U (en) | Steel structure support beam | |
| CN221221597U (en) | Air valve corner fixing structure | |
| CN205566937U (en) | Frame floorbar |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191101 Termination date: 20211224 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |