CN102561589B - Hollow filler beam column and production method thereof - Google Patents
Hollow filler beam column and production method thereof Download PDFInfo
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- CN102561589B CN102561589B CN201210007271.0A CN201210007271A CN102561589B CN 102561589 B CN102561589 B CN 102561589B CN 201210007271 A CN201210007271 A CN 201210007271A CN 102561589 B CN102561589 B CN 102561589B
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- beam column
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- sheet steel
- filler beam
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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 filler beam column and manufacture method thereof.
Background technology
Existing beam column for building is mostly reinforced concrete structure or structure of steel product, and this class beam column is because the high consumption of price of the material such as steel, cement is large, so its manufacturing cost is high.In addition, because the density of steel, cement is very large, so the deadweight of beam column itself is also just very large, because its deadweight is very large, such beam column for building or directly build on-site, otherwise needing to use the heavy mechanical equipments such as crane installs, and causes installation cost also very high.In addition, the use of such building beam column increases many heavy burdens conventionally all can to 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 manufacture and the too high problem of use cost.
Therefore, prior art has yet to be improved and developed.
Summary of the invention
The object of the present invention is to provide a kind of hollow filler beam column air inlet manufacture method, to solve all too high technical problems of manufacture that in above-mentioned prior art, building beam column exists and use cost.
Technical scheme of the present invention is as follows:
A kind of hollow filler beam column, comprises angle bar, junction plate, shell, hollow section and foam-filled material, and wherein, described angle bar welds the skeleton that forms described hollow filler beam column by junction plate; Described shell is close to described skeleton parcel and is arranged on skeleton; Described hollow section is evenly located in described skeleton; Described foam-filled material is filled between described hollow section and shell.
Described hollow filler beam column; wherein; described shell comprises the first stainless sheet steel and the second stainless sheet steel; described the first stainless sheet steel is close to described skeleton parcel and is arranged on skeleton; described the second stainless sheet steel welding is arranged on the interface position face of described the first stainless sheet steel, and covers described interface position; The cross section of described the first stainless sheet steel is square shape, and described the second stainless sheet steel is tabular.
Described hollow filler beam column, wherein, described hollow section is bamboo, its quantity is that three, its length and described skeleton are equal in length, between described bamboo is in line etc., is arranged in skeleton.
Described hollow filler beam column, wherein, described junction plate is iron plate, its length be 10 centimetres, wide be 4 centimetres, the spacing of the adjacent junction plate between every two described angle bar is 8 centimetres.
Described hollow filler beam column, wherein, the quantity of described angle bar is more than three.
Described hollow filler beam column, wherein, the quantity of described angle bar is four.
A manufacture method for hollow filler beam column, it comprises the following steps:
A: the skeleton of building hollow filler beam column with angle bar and junction plate;
B: for the skeleton of hollow filler beam column arranges shell;
C: hollow section is located in the skeleton of hollow filler beam column;
D: filled and process inserts between hollow section and shell.
The manufacture method of described hollow filler beam column, wherein, in described steps A, to build the mode of skeleton be butt-joint mode for angle bar and junction plate, described butt-joint mode is for arranging multiple pads, simultaneously for multiple junction plates and angle bar weld.
The manufacture method of described hollow filler beam column, wherein, described step B specifically comprises:
B1: be close to described skeleton with the first stainless sheet steel skeleton is wrapped up, described the first stainless sheet steel cross section is square shape;
B2: cover the interface position face of described the first stainless sheet steel with the second stainless sheet steel, the first stainless sheet steel is connected with the second stainless sheet steel butt-joint.
The manufacture method of described hollow filler beam column, wherein, described step D specifically comprises:
D1: the model that hollow beam column is placed in to a hollow filler beam column;
D2: one end of blocking hollow beam column;
D3: filled and process inserts from the other end toward hollow beam column; The loading of described foam-filled material is the twice of the volume of described hollow filler beam column.
The present invention is by building the skeleton of hollow filler beam column with angle bar and junction plate, skeleton outer wrapping one deck stainless sheet steel is as shell.Skeleton central authorities are evenly provided with hollow section, using the support as this hollow filler beam column.Between hollow section and shell, fill double in the foam-filled material of hollow filler beam column volume.This hollow hollow filler beam column, compared with existing building beam column, owing to having adopted hollow-core construction, interstitital texture and cage construction, has the advantages such as installation cost is low, cost of production is low, intensity is large, applied range.
Brief description of the drawings
Fig. 1 is the schematic cross-section that hollow core of the present invention is filled beam column.
Fig. 2 is the skeleton schematic diagram 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.
Detailed description of the invention
For making object of the present invention, technical scheme and advantage clearer, clear and definite, developing simultaneously referring to accompanying drawing, the present invention is described in more detail for embodiment.
Hollow filler beam column of the present invention, as shown in the schematic cross-section of hollow core filling beam column as of the present invention in Fig. 1, hollow filler beam column provided by the invention comprises angle bar 1, junction plate 2, the first stainless sheet steel 3, the second stainless sheet steel 4, hollow section 5 and foam-filled material 6, and wherein the first stainless sheet steel 3 and the second stainless sheet steel 4 have formed the shell of hollow filler 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; The 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 stainless steel tube, can be also bamboo trunk, selects bamboo trunk in the present embodiment; Foam-filled material 6 is polyether-type foam.
As shown in the skeleton schematic diagram of hollow core filling beam column as of the present invention in Fig. 2, two adjacent angle bar 1 are connected to form the quadrate framework 7 of this hollow filler beam column by junction plate 2, between every two angle bar 1, be evenly provided with 50 junction plates 2, between angle bar 1 and junction plate 2, weld by butt-joint.
Hollow core as of the present invention in Fig. 1 is filled as shown in the schematic cross-section of beam column and the overall schematic of Fig. 3 hollow core filling of the present invention beam column, the first stainless sheet steel 3 wraps tightly skeleton 7, because the first stainless sheet steel 3 is platy structure, so it will certainly stay next interface position in wrapping frame 7, for skeleton 7 is wrapped up completely, the present embodiment is arranged on the second stainless sheet steel 4 interface surface of the first stainless sheet steel 3, and the interface position of the first stainless sheet steel 3 is covered, between the first stainless sheet steel 3 and the second stainless sheet steel 4, weld by butt-joint.Hollow section 5 is evenly arranged in skeleton 7.Hollow beam column is placed in to the model of a hollow filler beam column, and block one end of hollow beam column, from the other end foam-filled material 6 is filled among all spaces between hollow filler beam column shell and hollow section 5, the volume of inserts 6 is the twice left and right of the volume of hollow filler beam column, under the inflation effect of inserts 6, the recess that the first shell 3 and second housing 4 were formed by external force originally in installation process can restore, and forms graceful curved surfaces, and outward appearance is very graceful.
The production method of hollow filler beam column of the present invention, hollow core of the present invention is filled the manufacturing process flow of beam column as shown in Figure 4, and its step comprises: A: the skeleton 7 of building hollow filler beam column with angle bar 1 and junction plate 2.In this step, between angle bar 1 and junction plate 2, weld with butt-joint, owing to needing to weld many junction plates 2 on an angle bar 1, so the pad corresponding with the quantity of junction plate 2 and position relationship is set on butt-welding machine again, thereby the welding realizing between multiple junction plates 2 and an angle bar 1 can disposablely complete, can faster production, save production cost.B: for skeleton 7 arranges shell.This step can be subdivided into again: b1: be close to skeleton 7 with the first stainless sheet steel 3 and wrapped up.B2: at the interface position face of the first stainless sheet steel 3, the second stainless sheet steel 4, the second stainless sheet steels 4 are set the interface of the first stainless sheet steel 3 is covered, weld with butt-joint between the first stainless sheet steel 3 and the second stainless sheet steel 4.C: hollow section 5 is evenly located in the skeleton 7 of hollow filler beam column.It is evenly distributed that position relationship between hollow section 5 can be set to straight line according to the shape of skeleton 7, also can be set to other position relationships.D: filled and process inserts 6 between hollow section 5 and shell.In order to make, the holding capacity of hollow filler beam column is strengthened, appearance is mellow and full attractive in appearance, and the volume of the loading of foam-filled material 6 can be set to the twice left and right of the volume of hollow filler beam column.
Can find out from above-mentioned implementation column, in the present invention, owing to having adopted hollow-core construction and packed layer structure, alleviate greatly the deadweight of beam column and the material usage of beam column itself, save greatly building costs and installation cost.Simultaneously due to the use of interstitital texture and skeleton, make same volume in hollow filler beam column of the present invention and prior art the intensity of beam column suitable, can apply in the middle of 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, for those of ordinary skills, can be improved according to the above description or be converted, for example, this hollow filler 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 specification etc. as required.All these improvement and conversion all should belong to the protection domain of claims of the present invention.
Claims (5)
1. a hollow filler beam column, is characterized in that, comprises angle bar, junction plate, shell, hollow section and foam-filled material, and wherein, described angle bar is by forming the skeleton of hollow filler beam column with junction plate butt-joint; Described shell is close to described skeleton parcel and is arranged on skeleton; Described hollow section is evenly located in described skeleton; Described foam-filled material is filled between described hollow section and shell;
Described shell comprises the first stainless sheet steel and the second stainless sheet steel, described the first stainless sheet steel is close to described skeleton parcel and is arranged on skeleton, described the second stainless sheet steel butt-joint welding is arranged on the interface position face of described the first stainless sheet steel, and covers described interface position; The cross section of described the first stainless sheet steel is square shape, and described the second stainless sheet steel is tabular.
2. hollow filler beam column according to claim 1, is characterized in that, described hollow section is bamboo, and its quantity is that three, its length and described skeleton are equal in length, between described bamboo is in line etc., is arranged in skeleton.
3. hollow filler beam column according to claim 1, is characterized in that, described junction plate is iron plate, its length be 10 centimetres, wide be 4 centimetres, the spacing of the adjacent junction plate between every two described angle bar is 8 centimetres.
4. hollow filler beam column according to claim 1, is characterized in that, the quantity of described angle bar is more than three.
5. hollow filler beam column according to claim 1, is characterized in that, the quantity of described angle bar is four.
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 |
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| Publication Number | Publication Date |
|---|---|
| CN102561589A CN102561589A (en) | 2012-07-11 |
| CN102561589B true CN102561589B (en) | 2014-06-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201210007271.0A Expired - Fee Related CN102561589B (en) | 2012-01-11 | 2012-01-11 | Hollow filler beam column and production method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2015172120A1 (en) | 2014-05-08 | 2015-11-12 | Tk Holdings Inc. | Multi-purpose and tunable pressure chamber for pyrotechnic actuator |
| 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 |
| CN112922178B (en) * | 2021-03-03 | 2022-04-22 | 绍兴文理学院 | Linkage filling device for foam plugs of prefabricated hollow slabs |
Family Cites Families (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 |
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| CN102561589A (en) | 2012-07-11 |
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Granted publication date: 20140625 Termination date: 20160111 |