CN102561589A - Hollow filler beam column and production method thereof - Google Patents
Hollow filler beam column and production method thereof Download PDFInfo
- Publication number
- CN102561589A CN102561589A CN2012100072710A CN201210007271A CN102561589A CN 102561589 A CN102561589 A CN 102561589A CN 2012100072710 A CN2012100072710 A CN 2012100072710A CN 201210007271 A CN201210007271 A CN 201210007271A CN 102561589 A CN102561589 A CN 102561589A
- Authority
- CN
- China
- Prior art keywords
- beam column
- hollow
- skeleton
- sheet steel
- stainless sheet
- 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
Images
Abstract
The invention discloses a hollow filler beam column and a production method thereof. The hollow filler beam column comprises iron angles, connecting plates, a shell, hollow pipes and foam fillers, wherein adjacent iron angles are welded through the connecting plates to form a skeleton of the filler beam column; the shell is closely arranged on the skeleton in a wrapping way; the hollow pipes evenly penetrate through the skeleton; and the foam fillers are filled between the hollow pipes and the shell. Compared with the existing building beam column, since a hollow structure and a foam filling structure are adopted, the dead weight of a column body is greatly reduced and the installation cost and the manufacturing cost of the column body are effectively saved. Besides, since the filling structure and a skeleton structure are adopted, the strength of the hollow filler beam column is equivalent to the strength of the beam column in the prior art and the application scope is quite wide.
Description
Technical field
The present invention relates to a kind of beam column, in particular a kind of hollow filling beam column and manufacturing approach thereof.
Background technology
Existing beam column for building is reinforced concrete structure or structure of steel product mostly, and this type beam column is because the high consumption of price of materials such as steel, cement is big, so its manufacturing cost is high.In addition, because the density of steel, cement is very big, so the deadweight of beam column itself is also just very big; Because its deadweight is very big; Such beam column for building or directly build on-site, or then need use heavy mechanical equipments such as crane and install, cause installation cost also very high.In addition, the use of such building beam column increases many heavy burdens all can for usually construction work itself, and the corresponding foundation strength that just must strengthen engineering has equally also increased building costs.So existing beam column ubiquity for building manufacturing and the too high problem of use cost.
Therefore, prior art awaits to improve and development.
Summary of the invention
The object of the present invention is to provide a kind of hollow filling beam column air inlet manufacturing approach, to solve manufacturing and all too high technical problem of use cost that building beam column exists in the above-mentioned prior art.
Technical scheme of the present invention is following:
A kind of hollow filling beam column comprises angle bar, junction plate, shell, hollow section and foam-filled material, and wherein, said angle bar forms the skeleton of said hollow filling beam column through the junction plate welding; Said shell is close to said skeleton parcel and is arranged on the skeleton; Said hollow section evenly is located in the said skeleton; Said foam-filled material is filled between said hollow section and the shell.
Described hollow filling beam column; Wherein, Said shell comprises first stainless sheet steel and second stainless sheet steel; Said first stainless sheet steel is close to said skeleton parcel and is arranged on the skeleton, and said second stainless sheet steel welding is arranged on the interface position face of said first stainless sheet steel, and covers said interface position; The cross section of said first stainless sheet steel is a square shape, and said second stainless sheet steel is a tabular.
Described hollow filling beam column, wherein, said hollow section is a bamboo, its quantity is three, its length and said skeleton equal in length, is arranged in the skeleton between said bamboo is in line etc.
Described hollow filling beam column, wherein, said junction plate is an iron plate, its length be 10 centimetres, wide be 4 centimetres, the spacing of the adjacent junction plate between per two said angle bar is 8 centimetres.
Described hollow filling beam column, wherein, the quantity of said angle bar is more than three.
Described hollow filling beam column, wherein, the quantity of said angle bar is four.
A kind of manufacturing approach of hollow filling beam column, it may further comprise the steps:
A: the skeleton of building hollow filling beam column with angle bar and junction plate;
B: for the skeleton of hollow filling beam column is provided with shell;
C: hollow section is located in the skeleton of hollow filling beam column;
D: filled and process inserts between hollow section and shell.
The manufacturing approach of described hollow filling beam column, wherein, to build the mode of skeleton be the butt-joint mode for angle bar and junction plate in the said steps A, said butt-joint mode is welded for a plurality of junction plates and angle bar for a plurality of pads are set simultaneously.
The manufacturing approach of said hollow filling beam column, wherein, said step B specifically comprises:
B1: be close to said skeleton with first stainless sheet steel skeleton is wrapped up, the said first stainless sheet steel cross section is a square shape;
B2: cover the interface position face of said first stainless sheet steel with second stainless sheet steel, first stainless sheet steel is connected with the second stainless sheet steel butt-joint.
The manufacturing approach of said hollow filling beam column, wherein, said step D specifically comprises:
D1: the model that hollow beam column is placed a hollow filling beam column;
D2 a: end of blocking hollow beam column;
D3: filled and process inserts from the other end toward hollow beam column; The loading of said foam-filled material is the twice of the volume of said hollow filling beam column.
The present invention is through building the skeleton of hollow filling beam column with angle bar and junction plate, skeleton outerwrap one deck stainless sheet steel is as shell.Skeleton central authorities evenly are provided with hollow section, with the support as this hollow filling beam column.Between hollow section and shell, fill double foam-filled material in hollow padding girder column volume.This hollow filling beam column is compared with existing building beam column, owing to adopted hollow-core construction, interstitital texture and cage construction, has advantages such as installation cost is low, cost of production is low, intensity is big, applied range.
Description of drawings
Fig. 1 is the schematic cross-section that hollow core of the present invention is filled beam column.
Fig. 2 is the skeleton sketch map that hollow core of the present invention is filled beam column.
Fig. 3 is the overall schematic that hollow core of the present invention is filled beam column.
Fig. 4 is the manufacturing process flow diagram that hollow core of the present invention is filled beam column.
The specific embodiment
For making the object of the invention, technical scheme and advantage clearer, clear and definite, below develop simultaneously embodiment to further explain of the present invention with reference to accompanying drawing.
Hollow filling beam column of the present invention; Shown in the schematic cross-section that Fig. 1 hollow core of the present invention is filled beam column; Hollow filling beam column provided by the invention comprises angle bar 1, junction plate 2, first stainless sheet steel 3, second stainless sheet steel 4, hollow section 5 and foam-filled material 6, and wherein first stainless sheet steel 3 and second stainless sheet steel 4 have been formed the shell of hollow filling beam column jointly.The quantity of angle bar 1 is four in the present embodiment, and length is 6 meters; The quantity of junction plate 2 is 200, long 10 centimetres, wide 4 centimetres; First stainless sheet steel 3 and second stainless sheet steel, 4 its thickness can be as thin as 0.27 centimetre; Hollow section 5 can be a stainless steel tube, can be bamboo trunk also, selects bamboo trunk in the present embodiment for use; Foam-filled material 6 is the polyether-type foam.
Shown in the skeleton sketch map that Fig. 2 hollow core of the present invention is filled beam column; Two adjacent angle bar 1 are connected to form the square skeleton 7 of this hollow filling beam column through junction plate 2; Evenly be provided with 50 junction plates 2 between per two angle bar 1, weld through butt-joint between angle bar 1 and the junction plate 2.
Shown in the overall schematic that schematic cross-section and Fig. 3 hollow core of the present invention of Fig. 1 hollow core filling of the present invention beam column are filled beam column; First stainless sheet steel 3 wraps tightly skeleton 7; Because first stainless sheet steel 3 is a platy structure; So it will certainly stay next interface position in wrapping frame 7, for skeleton 7 is wrapped up fully, present embodiment is arranged on second stainless sheet steel 4 interface surface of first stainless sheet steel 3; And the interface position of first stainless sheet steel 3 covered, weld through butt-joint between first stainless sheet steel 3 and second stainless sheet steel 4.Hollow section 5 evenly is arranged in the skeleton 7.Hollow beam column is placed the model of a hollow filling beam column; And block an end of hollow beam column, foam-filled material 6 is filled in all spaces between hollow filling beam column shell and the hollow section 5 from the other end among, the volume of inserts 6 is about the twice of volume of hollow filling beam column; Under the inflation effect of inserts 6; The recess that first shell 3 and second shell 4 were formed by external force originally in installation process can both restore, and forms graceful curved surfaces, and outward appearance is very graceful.
The production method of hollow filling beam column of the present invention, hollow core of the present invention as shown in Figure 4 is filled the manufacturing process flow of beam column, and its step comprises: A: the skeleton 7 of building hollow filling beam column with angle bar 1 and junction plate 2.In this step; Weld with butt-joint between angle bar 1 and the junction plate 2; Owing to need many junction plates 2 of welding on the angle bar 1; So the quantity and the position that are provided with on the butt-welding machine with junction plate 2 concern corresponding pad, thereby realize that the welding between a plurality of junction plates 2 and the angle bar 1 can disposablely accomplish again, but faster production, save production cost.B: for skeleton 7 is provided with shell.This step can be subdivided into again: b1: be close to skeleton 7 with first stainless sheet steel 3 it is wrapped up.B2: at the interface position face of first stainless sheet steel 3 second stainless sheet steel, 4, the second stainless sheet steels 4 are set the interface of first stainless sheet steel 3 is covered, weld with butt-joint between first stainless sheet steel 3 and second stainless sheet steel 4.C: hollow section 5 evenly is located in the skeleton 7 of hollow filling beam column.It is evenly distributed that position relation between the hollow section 5 can be set to straight line according to the shape of skeleton 7, also can be set to other position relations.D: filled and process inserts 6 between hollow section 5 and shell.For the holding capacity that makes hollow filling beam column is strengthened, appearance is mellow and full attractive in appearance, the volume of the loading of foam-filled material 6 can be set to about the twice of volume of hollow filling beam column.
Can find out from above-mentioned enforcement row, owing to adopted hollow-core construction and packed layer structure, alleviate the deadweight of beam column and the material usage of beam column itself greatly among the present invention, practice thrift building costs and installation cost greatly.Simultaneously because the use of interstitital texture and skeleton, make in hollow filling beam column of the present invention and the prior art with volume the intensity of beam column suitable, can apply in the middle of the various buildings, range of application is very extensive.
Should be understood that; Application of the present invention is not limited to above-mentioned giving an example; Concerning those of ordinary skills, can improve or conversion according to above-mentioned explanation, for example; This hollow filling beam column also can be made into the cylinder of triangle cylinder or other shapes, and the closeness of junction plate can be arranged to different specifications etc. as required.All these improvement and conversion all should belong to the protection domain of accompanying claims of the present invention.
Claims (10)
1. a hollow filling beam column is characterized in that, comprises angle bar, junction plate, shell, hollow section and foam-filled material, and wherein, said angle bar is through forming the skeleton of hollow filling beam column with the junction plate butt-joint; Said shell is close to said skeleton parcel and is arranged on the skeleton; Said hollow section evenly is located in the said skeleton; Said foam-filled material is filled between said hollow section and the shell.
2. hollow filling beam column according to claim 1; It is characterized in that; Said shell comprises first stainless sheet steel and second stainless sheet steel; Said first stainless sheet steel is close to said skeleton parcel and is arranged on the skeleton, and said second stainless sheet steel butt-joint welding is arranged on the interface position face of said first stainless sheet steel, and covers said interface position; The cross section of said first stainless sheet steel is a square shape, and said second stainless sheet steel is a tabular.
3. hollow filling beam column according to claim 1 is characterized in that said hollow section is a bamboo, and its quantity is three, its length and said skeleton equal in length, is arranged in the skeleton between said bamboo is in line etc.
4. hollow filling beam column according to claim 1 is characterized in that said junction plate is an iron plate, its length be 10 centimetres, wide be 4 centimetres, the spacing of the adjacent junction plate between per two said angle bar is 8 centimetres.
5. hollow filling beam column according to claim 1 is characterized in that the quantity of said angle bar is more than three.
6. hollow filling beam column according to claim 1 is characterized in that the quantity of said angle bar is four.
7. the manufacturing approach of a hollow filling beam column, it may further comprise the steps:
A: the skeleton of building hollow filling beam column with angle bar and junction plate;
B: for the skeleton of hollow filling beam column is provided with shell;
C: hollow section is located in the skeleton of hollow filling beam column;
D: filled and process inserts between hollow section and shell.
8. the manufacturing approach of hollow filling beam column according to claim 7; It is characterized in that; To build the mode of skeleton be the butt-joint mode for angle bar and junction plate in the said steps A, and said butt-joint mode is welded for a plurality of junction plates and angle bar for a plurality of pads are set simultaneously.
9. according to the manufacturing approach of the said hollow filling beam column of claim 7, it is characterized in that said step B specifically comprises:
B1: be close to said skeleton with first stainless sheet steel skeleton is wrapped up, the said first stainless sheet steel cross section is a square shape;
B2: cover the interface position face of said first stainless sheet steel with second stainless sheet steel, first stainless sheet steel is connected with the second stainless sheet steel butt-joint.
10. according to the manufacturing approach of the said hollow filling beam column of claim 7, it is characterized in that said step D specifically comprises:
D1: the model that hollow beam column is placed a hollow filling beam column;
D2 a: end of blocking hollow beam column;
D3: filled and process inserts from the other end toward hollow beam column; The loading of said foam-filled material is the twice of the volume of said hollow filling beam column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210007271.0A CN102561589B (en) | 2012-01-11 | 2012-01-11 | Hollow filler beam column and production method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210007271.0A CN102561589B (en) | 2012-01-11 | 2012-01-11 | Hollow filler beam column and production method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102561589A true CN102561589A (en) | 2012-07-11 |
| CN102561589B CN102561589B (en) | 2014-06-25 |
Family
ID=46408061
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210007271.0A Expired - Fee Related CN102561589B (en) | 2012-01-11 | 2012-01-11 | Hollow filler beam column and production method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102561589B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105666627A (en) * | 2016-02-25 | 2016-06-15 | 南京林业大学 | High-strength glue-laminated bamboo hollow column and preparation method thereof |
| CN106460884A (en) * | 2014-05-08 | 2017-02-22 | Tk控股公司 | Multi-purpose and tunable pressure chamber for pyrotechnic actuator |
| CN108035488A (en) * | 2017-12-19 | 2018-05-15 | 安徽淼森建筑设计有限公司 | A kind of column of high bearing capacity |
| CN112922178A (en) * | 2021-03-03 | 2021-06-08 | 绍兴文理学院 | Linkage filling device for foam plugs of prefabricated hollow slabs |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2485594A1 (en) * | 1980-06-30 | 1981-12-31 | Cappelaere Patrice | Metal box girders with a cellular plastic core - for high inertial stiffness to wt. ratios |
| CN2771363Y (en) * | 2005-03-29 | 2006-04-12 | 陈秋平 | Moso bamboo glass fiber composite beam column |
| CN200961374Y (en) * | 2006-10-12 | 2007-10-17 | 德胜（苏州）洋楼有限公司 | Composite vertical column |
| CN101235661A (en) * | 2008-03-10 | 2008-08-06 | 沈阳建筑大学 | Carbon fiber-reinforced plastic steel reinforced-steel tube concrete combination column |
| CN101555719A (en) * | 2008-04-08 | 2009-10-14 | 王广武 | Plastic wood and foamed material combined plate, beam, post and brick |
| CN101748861A (en) * | 2010-01-05 | 2010-06-23 | 沈阳建筑大学 | Polyvinyl chloride (PVC) pipe reinforced concrete and steel pipe concrete laminated member |
-
2012
- 2012-01-11 CN CN201210007271.0A patent/CN102561589B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2485594A1 (en) * | 1980-06-30 | 1981-12-31 | Cappelaere Patrice | Metal box girders with a cellular plastic core - for high inertial stiffness to wt. ratios |
| CN2771363Y (en) * | 2005-03-29 | 2006-04-12 | 陈秋平 | Moso bamboo glass fiber composite beam column |
| CN200961374Y (en) * | 2006-10-12 | 2007-10-17 | 德胜（苏州）洋楼有限公司 | Composite vertical column |
| CN101235661A (en) * | 2008-03-10 | 2008-08-06 | 沈阳建筑大学 | Carbon fiber-reinforced plastic steel reinforced-steel tube concrete combination column |
| CN101555719A (en) * | 2008-04-08 | 2009-10-14 | 王广武 | Plastic wood and foamed material combined plate, beam, post and brick |
| CN101748861A (en) * | 2010-01-05 | 2010-06-23 | 沈阳建筑大学 | Polyvinyl chloride (PVC) pipe reinforced concrete and steel pipe concrete laminated member |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106460884A (en) * | 2014-05-08 | 2017-02-22 | Tk控股公司 | Multi-purpose and tunable pressure chamber for pyrotechnic actuator |
| US10260535B2 (en) | 2014-05-08 | 2019-04-16 | Joyson Safety Systems Acquisition Llc | Multi-purpose and tunable pressure chamber for pyrotechnic actuator |
| US10788059B2 (en) | 2014-05-08 | 2020-09-29 | Joyson Safety Systems Acquisition Llc | Multi-purpose and tunable pressure chamber for pyrotechnic actuator |
| CN105666627A (en) * | 2016-02-25 | 2016-06-15 | 南京林业大学 | High-strength glue-laminated bamboo hollow column and preparation method thereof |
| CN105666627B (en) * | 2016-02-25 | 2018-01-12 | 南京林业大学 | High-strength bamboo wood open tubular column and preparation method |
| CN108035488A (en) * | 2017-12-19 | 2018-05-15 | 安徽淼森建筑设计有限公司 | A kind of column of high bearing capacity |
| CN112922178A (en) * | 2021-03-03 | 2021-06-08 | 绍兴文理学院 | Linkage filling device for foam plugs of prefabricated hollow slabs |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102561589B (en) | 2014-06-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102561589B (en) | Hollow filler beam column and production method thereof | |
| CN107100268A (en) | A kind of space lattice material based on curved bar cell element | |
| CN203559612U (en) | Composite material power transmission tower | |
| CN110714576A (en) | Corrugated steel pipe restricts steel core concrete column that UHPC component is strengthened | |
| CN203891340U (en) | Combined lattice type hollow member | |
| CN102392509A (en) | Hollow carbon fiber steel rib-steel tube concrete column with inner hole sheathed in square cross section | |
| CN103967206A (en) | Combined lattice type hollow component | |
| CN104278875A (en) | Bionic bamboo joint type transmission tower made of composite materials | |
| CN102995805A (en) | Honeycomb hole type rib frame prestress reinforced concrete laminated plate | |
| CN203716144U (en) | Pre-stress steel pipe concrete and corresponding pre-stress steel pipe concrete supporting structure | |
| CN201195911Y (en) | PVC pipe concrete column wrapped by fiberglass cloth | |
| CN207260439U (en) | Concrete column steel pipe | |
| CN204356959U (en) | 3D prints truss cassette ceiling | |
| CN103104052A (en) | Transformation type anti-buckling energy-consuming support | |
| CN106958323B (en) | A kind of band divides the light steel pipe-timber with small diameter combination load-bearing pillar and the practice of chamber steel plate | |
| CN202706265U (en) | Improved type double-layer steel plate concrete shear wall | |
| CN203769108U (en) | Concrete filled steel tube bending prevention support containing isolation steel tubes | |
| CN211775114U (en) | Steel pipe concrete structure with built-in corrugated steel pipe UHPC component | |
| CN205189237U (en) | Big footpath steel core concrete column of built -in longitudinal baffle | |
| CN104032897A (en) | Hysteresis damage and buckling resisting concrete-filled steel tubular column | |
| CN207686141U (en) | A kind of FRP proximate matters-steel tube concrete superposed column | |
| CN209324099U (en) | Assembled Rectangular Concrete silo | |
| CN202214816U (en) | Composite filled beam column | |
| CN102776966A (en) | Modified double-layered steel plate concrete shear wall and construction method thereof | |
| CN103508339B (en) | Mobile tower flap seat |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| 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: 20140625 Termination date: 20160111 |