CN105257016A - Frame column reinforcing structure and construction method thereof - Google Patents
Frame column reinforcing structure and construction method thereof Download PDFInfo
- Publication number
- CN105257016A CN105257016A CN201510774106.1A CN201510774106A CN105257016A CN 105257016 A CN105257016 A CN 105257016A CN 201510774106 A CN201510774106 A CN 201510774106A CN 105257016 A CN105257016 A CN 105257016A
- Authority
- CN
- China
- Prior art keywords
- frame
- stand column
- column
- center stand
- cross bar
- 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.)
- Granted
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a frame column reinforcing structure and a construction method thereof. The frame column reinforcing structure comprises a foundation chassis, a central stand column, crossbars and frames, wherein the foundation chassis is disk-shaped; the central stand column is vertically arranged on the foundation chassis; the crossbars are arranged in groups and are uniformly distributed on the central stand column along the axis direction of the central stand column; each group of crossbars comprises four crossbars, and the four crossbars are vertically fixed on the central stand column in a cross shape by taking the central stand column as a center; a plurality of frames are arranged, and each frame is annularly fixed on the periphery of the corresponding group of crossbars. The frame column reinforcing structure disclosed by the invention has higher supporting strength.
Description
Technical field
The invention belongs to building structure field, be specifically related to a kind of Frame column reinforcement structure.
Background technology
Frame column is exactly in frame construction, bear the load that Liang Heban transmits, and load is passed to the pillar on basis, and frame column is vertical supporting structure main in frame construction.
Existing frame column adopts angle steel and bar splicing to be square frame or circle mount structure mostly simply, and filling concrete is starched in frame, and the bottom of frame column adopts crab-bolt to be fixed on ground.This type of structure design is too simple, causes the support strength of frame column inadequate, is difficult to the framework load-bearing meeting high-storey building, thus shortens the application life of building.
Summary of the invention
The object of the invention is the defect in order to exist in technical solution, a kind of frame column with higher support strength is provided.
In order to achieve the above object, the invention provides a kind of Frame column reinforcement structure, comprise basic chassis, center stand column, cross bar and frame; Chassis, basis is in the form of annular discs; Center stand column is vertical on basic chassis; Cross bar is many groups, and centrally column axis direction is evenly distributed in center stand column; Often organizing cross bar is four, is fixed in center stand column centered by center stand column in cross-shaped vertical; Frame is multiple, and each frame is that annular is fixed on one group of corresponding cross bar periphery.
Frame column reinforcement structure of the present invention also comprises crust; Crust is netted, be wrapped in multiple frame formed the face of cylinder outside.
Wherein, frame and basic chassis surround cylinder; Cylinder inside is filled with cement and stone.
Distance between the every two adjacent groups of cross bar is 50cm.
Cross bar is cylindrical; Center stand column is cylinder, based on basal diameter chassis diameter 1/10th.
The thickness on chassis, basis is not less than 30cm, and is not more than 100cm.
Chassis, basis, center stand column, frame, cross bar and crust all adopt structural carbon steel.
Present invention also offers the construction method of said frame post ruggedized construction, comprise the following steps:
(1) to be nuzzled in advance in basic chassis ground inside, expose center stand column;
(2) every 50cm distance by one group of 4 cross bar centered by center stand column level, be welded in center stand column equably;
(3) each frame is welded on 4 cross bar outsides of corresponding a group;
(4) use timber to be fixed on frame outside, the inner filling concrete of the cylinder surrounded at frame and stone, and expose frame in outside;
(5) crust is welded on frame outside;
(6) cement is used to seal crust.
The present invention has the following advantages compared to existing technology: the present invention builds the frame construction of getting up by center stand column, cross bar, frame, more firm, bearing capacity is stronger, wrapped up by netted crust simultaneously, and fill constructional materials in inside, can effectively prevent frame column from ftractureing, ensure construction quality.
Accompanying drawing explanation
Fig. 1 is the internal construction schematic diagram of Frame column reinforcement structure of the present invention;
Fig. 2 is the external structure schematic diagram of Fig. 1 center trestle ruggedized construction.
In figure, chassis, 1-basis, 2-center stand column, 3-frame, 4-cross bar, 5-crust.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is described in detail.
Composition graphs 1, Fig. 2, Frame column reinforcement structure of the present invention comprises a discoidal basic chassis 1, center, chassis 1, basis is provided with a center stand column 2 vertical with basic chassis 1, center stand column 2 is just provided with 4 equally distributed cylindrical crossbar 4 every 50 ㎝ from bottom to top, the size of cross bar 4 is equal, and all cross bars 4 are all perpendicular to center stand column 2, 4 cross bar 4 outsides with layer are provided with the frame 3 of a circle annular, frame 3 between top, chassis 1 to center stand column 2 top, basis is wrapped with the crust 5 of a hoop net shape, crust 5 inside is filled with cement and stone, the construction method of this Frame column reinforcement structure is as follows:
(1) to be nuzzled in advance in position, basic chassis 1 ground inside, spill center stand column 2;
(2) 4 cross bars 4 are welded in center stand column 2 according to the distance every 50 ㎝ by peace equably;
(3) 4 cross bars 4 circular ring-shaped frame 3 being welded on same layer are outside;
(4) use timber be fixed on frame 3 outside (adopt wood plank to prick in periphery, similar ancient times wooden barrel principle, be fixed, timber is as support bar, and one end is fixed in ground, and frame surrounds by the other end), at the inner filling concrete of frame 3 and stone, and expose frame 3 in outside;
(5) by welding, crust 5 is fixedly connected on frame 3 outside;
(6) cement is used to seal outside crust 5.
Wherein, basic chassis 1, center stand column 2, frame 3, cross bar 4, crust 5 by carbon structure steel making, low cost, firm in structure.Center stand column 2 and basic chassis 1 are monolithic construction, based on the diameter of center stand column 2 chassis 1 diameter 1/10th, stabilized structure, not easy fracture.The thickness on chassis 1, basis is not less than 30 ㎝ (maximum gauge is 100cm), and contact area is large, not easily stressedly after pre-buried is pulled out.The diameter of frame 3 is slightly larger than (gap is within 2 centimetres) or the diameter equaling basic chassis 1.All be fixedly connected by welding between center stand column 2, frame 3, cross bar 4, crust 5, connect fastening.
Build the frame construction of getting up by center stand column 2, cross bar 4, frame 3, more firmly, bearing capacity is stronger, is wrapped up by netted crust 5, and fills constructional materials in crust 5 inside, can effectively prevent frame column from ftractureing, ensure construction quality.
Above is only the preferred embodiment of the present invention, and it should be pointed out that for the person of ordinary skill of the art, without departing from the concept of the premise of the invention, can also make some distortion and improvement, these all belong to protection scope of the present invention.
Claims (8)
1. a Frame column reinforcement structure, is characterized in that: comprise basic chassis, center stand column, cross bar and frame; Described basic chassis is in the form of annular discs; Described center stand column is vertical on basic chassis; Described cross bar is many groups, and centrally column axis direction is evenly distributed in center stand column; Often organizing cross bar is four, is fixed in center stand column centered by center stand column in cross-shaped vertical; Described frame is multiple, and each frame is that annular is fixed on one group of corresponding cross bar periphery.
2. Frame column reinforcement structure according to claim 1, is characterized in that: described Frame column reinforcement structure also comprises crust; Described crust is netted, be wrapped in multiple frame formed the face of cylinder outside.
3. Frame column reinforcement structure according to claim 2, is characterized in that: described frame and basic chassis surround cylinder; Described cylinder inside is filled with cement and stone.
4. Frame column reinforcement structure according to claim 3, is characterized in that: the distance between the every two adjacent groups of described cross bar is 50cm.
5. Frame column reinforcement structure according to claim 4, is characterized in that: described cross bar is cylindrical; Described center stand column is cylinder, and basal diameter is 1/10th of described basic chassis diameter.
6. Frame column reinforcement structure according to claim 5, is characterized in that: the thickness on described basic chassis is not less than 30cm.
7. Frame column reinforcement structure according to claim 6, is characterized in that: described basic chassis, center stand column, frame, cross bar and crust all adopt structural carbon steel.
8. the construction method of Frame column reinforcement structure described in claim 4, is characterized in that: comprise the following steps:
(1) to be nuzzled in advance in basic chassis ground inside, expose described center stand column;
(2) every 50cm distance by one group of 4 cross bar centered by center stand column level, be welded in center stand column equably;
(3) each frame is welded on 4 cross bar outsides of corresponding a group;
(4) use timber to be fixed on frame outside, the inner filling concrete of the cylinder surrounded at frame and stone, and expose frame in outside;
(5) described crust is welded on frame outside;
(6) cement is used to seal crust.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510774106.1A CN105257016B (en) | 2015-11-13 | 2015-11-13 | Frame column reinforcement structure and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510774106.1A CN105257016B (en) | 2015-11-13 | 2015-11-13 | Frame column reinforcement structure and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105257016A true CN105257016A (en) | 2016-01-20 |
| CN105257016B CN105257016B (en) | 2017-11-21 |
Family
ID=55096918
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510774106.1A Active CN105257016B (en) | 2015-11-13 | 2015-11-13 | Frame column reinforcement structure and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105257016B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109594791A (en) * | 2018-12-14 | 2019-04-09 | 河南文博建设工程有限公司 | Build built-in ruggedized construction and reinforcement means |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009068182A (en) * | 2007-09-11 | 2009-04-02 | Takenaka Komuten Co Ltd | Aseismatic reinforcing structure and method for existing building |
| CN201485966U (en) * | 2009-04-29 | 2010-05-26 | 福建省第五建筑工程公司 | Anti-earthquake thickening loop in core region of frame columns |
| CN202416584U (en) * | 2011-12-28 | 2012-09-05 | 中建一局集团第二建筑有限公司 | Node between concrete filled steel tube composite column and frame girder |
| CN103334541A (en) * | 2013-06-03 | 2013-10-02 | 国家电网公司 | Steel rib-steel pipe concrete combination column |
| CN103850394A (en) * | 2014-03-21 | 2014-06-11 | 北京工业大学 | Wrapped steel wire mesh cement mortar plate and concrete combined cross-shaped bearing column and manufacturing method thereof |
| CN205100582U (en) * | 2015-11-13 | 2016-03-23 | 南京工业职业技术学院 | Frame post reinforced structure |
-
2015
- 2015-11-13 CN CN201510774106.1A patent/CN105257016B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009068182A (en) * | 2007-09-11 | 2009-04-02 | Takenaka Komuten Co Ltd | Aseismatic reinforcing structure and method for existing building |
| CN201485966U (en) * | 2009-04-29 | 2010-05-26 | 福建省第五建筑工程公司 | Anti-earthquake thickening loop in core region of frame columns |
| CN202416584U (en) * | 2011-12-28 | 2012-09-05 | 中建一局集团第二建筑有限公司 | Node between concrete filled steel tube composite column and frame girder |
| CN103334541A (en) * | 2013-06-03 | 2013-10-02 | 国家电网公司 | Steel rib-steel pipe concrete combination column |
| CN103850394A (en) * | 2014-03-21 | 2014-06-11 | 北京工业大学 | Wrapped steel wire mesh cement mortar plate and concrete combined cross-shaped bearing column and manufacturing method thereof |
| CN205100582U (en) * | 2015-11-13 | 2016-03-23 | 南京工业职业技术学院 | Frame post reinforced structure |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109594791A (en) * | 2018-12-14 | 2019-04-09 | 河南文博建设工程有限公司 | Build built-in ruggedized construction and reinforcement means |
| CN109594791B (en) * | 2018-12-14 | 2024-01-26 | 河南文博建设工程有限公司 | Built-in reinforcing structure and reinforcing method for building |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105257016B (en) | 2017-11-21 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106088602B (en) | A kind of construction of super highrise building lift material-receiving device | |
| CN203821814U (en) | Movable type operation platform device used for lift shaft construction | |
| CN210421082U (en) | Bridge pile foundation reinforced structure | |
| CN105625746A (en) | Internal replacement structure of existing building and construction method thereof | |
| CN203639095U (en) | Inner-side-column lifting device for reverse installation method | |
| CN203867159U (en) | Sleeve type cantilever scaffold structure | |
| CN206438405U (en) | Concrete placings platform is fixed at a kind of round steel fence type Pier Formwork end | |
| CN205100582U (en) | Frame post reinforced structure | |
| CN105257016A (en) | Frame column reinforcing structure and construction method thereof | |
| CN105369745A (en) | Bridge support exchanging and lifting reaction frame | |
| CN203834487U (en) | Section steel inner brace and Lassen pile support for excavation of dumbbell-shaped deep and large foundation pit | |
| CN203834492U (en) | Major diameter round steel sheet pile cofferdam in water | |
| CN204570671U (en) | A kind of pouring structure of regeneration concrete stake | |
| CN107237515B (en) | Support device of circular steel truss structure and use method thereof | |
| CN205205847U (en) | Frame construction of stake cushion cap | |
| CN212376317U (en) | Building structure reinforcing apparatus | |
| CN211172045U (en) | Pile foundation construction device capable of preventing deviation | |
| CN205348830U (en) | Detachable post is with consolidating atress component | |
| CN203546619U (en) | Horizontal type simple cable unreeling disc for bridge construction | |
| CN206829667U (en) | A kind of stockyard steel structure support module | |
| CN207465202U (en) | A kind of wallboard storage rack | |
| EP3187658A1 (en) | Form structure of precast segment structure and construction method thereof | |
| CN202644562U (en) | Tower crane formed by foundation beam | |
| CN107842031A (en) | A kind of composite pile foundation of large bearing capacity | |
| CN206034292U (en) | Supporting structure of be used for bent cap steel bones RACK to assemble |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |