CN202214816U - Composite filled beam column - Google Patents
Composite filled beam column Download PDFInfo
- Publication number
- CN202214816U CN202214816U CN2011202894265U CN201120289426U CN202214816U CN 202214816 U CN202214816 U CN 202214816U CN 2011202894265 U CN2011202894265 U CN 2011202894265U CN 201120289426 U CN201120289426 U CN 201120289426U CN 202214816 U CN202214816 U CN 202214816U
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- China
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- beam column
- compound filling
- skeleton
- support bar
- hollow section
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Abstract
The utility model discloses a composite filled beam column, which comprises two connecting plates and a column body, wherein the two connecting plates are positioned at two ends of the column body; the column body comprises a hollow pipe, a skeleton, a support rod, a foam filling material and a shell; two ends of the hollow pipe are fixed in centers of the connecting plates at the two ends; two ends of the support rod are fixed on the connecting plates; the skeleton is arranged in the middle of the hollow pipe and the support rod; the shell is arranged on the outermost layer of the column body; a connecting plate at one end is provided with an injection hole; and the foam filling material is injected into a gap in the shell through the injection hole to coat the hollow pipe, the skeleton and the support rod. Compared with the prior building beam column, the composite filled beam column has the advantages that: a hollow structure and a foam filling structure are adopted, so the self weight of the column body is greatly reduced, and the installation cost and the manufacturing cost of the column body are effectively saved; in addition, because a support structure and a skeleton structure are adopted, the strength of the composite filled beam column is equivalent to that of the beam column in the prior art, and the composite filled beam column has a wide application range.
Description
Technical field
The utility model relates to a kind of beam column, in particular a kind of compound filling beam column.
Background technology
Present beam column for building is reinforced concrete structure or structure of steel product mostly, because the density of material of itself is very big, so the deadweight of these beam columns is just very big.When the beam column of reinforced concrete structure or structure of steel product is used in the construction work,, often need use heavy mechanical equipment such as crane and install, so its installation cost is very high because its deadweight is very big.And, increased many heavy burdens for undoubtedly building itself because its deadweight is just very big, the corresponding intensity that just must strengthen ground has increased building costs equally.Steel concrete is solid construction, and the price of steel itself is just than higher, so the cost cost of the beam column of reinforced concrete structure and structure of steel product itself is just high.
Therefore, prior art awaits to improve and development.
The utility model content
The purpose of the utility model is to provide a kind of compound filling beam column, with solve in the prior art because of beam column from great building costs height that causes and the high technical problem of beam column self manufacturing cost.
The technical scheme of the utility model is following:
A kind of compound filling beam column wherein, comprises two junction plates and cylinder, and two junction plates lay respectively at the two ends of cylinder;
Wherein cylinder comprises hollow section, skeleton, support bar, foam-filled material, shell; The two ends of hollow section are separately fixed at the central authorities of the junction plate at two ends; The two ends of support bar are separately fixed on the junction plate; Junction plate, hollow section and support bar have constituted the pier construction of said compound filling beam column, and skeleton is arranged on the centre position of hollow section and support bar, and shell is arranged on the outermost layer of cylinder;
Wherein the junction plate of an end is provided with material hole, and foam-filled material is injected into the space of enclosure from material hole, wraps hollow section, skeleton and support bar.
Described compound filling beam column, wherein, described compound filling beam column is a crossbeam.
Described compound filling beam column, wherein, described compound filling beam column is the gradual change beam.
Described compound filling beam column, wherein, described junction plate is provided with connecting hole.
Described compound filling beam column, wherein, the quantity of described hollow section is the 3-6 root.
Described compound filling beam column, wherein, the quantity of described support bar is the 3-4 root.
The utility model is through being configured to a pier construction with hollow section, support bar and junction plate; Skin is the shell of compound filling beam column; Inject foam-filled material in the space between shell and pier construction spare, surround said hollow section and also be provided with one deck skeleton, to increase column intensity.This compound filling beam column is compared with existing building beam column, owing to adopted tubular structure, interstitital texture, pier construction and skeleton structure, 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 perspective view of compound filling beam column in the utility model;
Fig. 2 is the schematic cross-section of compound filling beam column cylinder in the utility model;
Fig. 3 is the sketch map that is connected of the utility model hollow core barrel and junction plate;
Fig. 4 be in the utility model screw-thread steel and junction plate be connected sketch map.
The specific embodiment
For the purpose, technical scheme and the advantage that make the utility model is clearer, clear and definite, below develop simultaneously embodiment to the utility model further explain with reference to accompanying drawing.
Compound filling beam column schematic perspective view as shown in Figure 1, this compound filling beam column comprises two junction plates 1, cylinder 2, junction plate 1 lays respectively at the two ends of cylinder 2.Junction plate 1 is a steel plate structure, is used between beam column and the beam column, or the interconnect function between beam column and the body of wall.
The schematic cross-section of compound filling beam column cylinder as shown in Figure 2, the structure of cylinder 2 is followed successively by hollow section 8, skeleton 7, support bar 6, shell 5 from inside to outside.Hollow section 8 is a hollow steel pipe, and skeleton 7 is bamboo net or steel mesh structure, and it mainly act as the skeleton that serves as inserts, strengthens the bulk strength of beam column.Support bar 6 is a screw-thread steel, and shell 5 is iron sheet or stainless sheet steel.
Described hollow section 8 is arranged on the central authorities of pole section, and arrangement is in line.Support bar 6 is arranged on four angles of pole section, and skeleton 7 is arranged on the centre position between hollow section 8 and the support bar 6, is provided with around hollow section 8.As shown in Figure 3, the two ends of hollow section 8 are welded on the centre position of two ends junction plate 1 respectively, and arrangement is in line.As shown in Figure 4, support bar 6 is a screw-thread steel, and it is connected on the two ends junction plate 1.Shell 5 wraps up cylinder as the extexine of cylinder.The inner space of shell 5 fills with foam-filled material 10, the bulk strength that act as the reinforcement filling bed of material of skeleton 7.Hollow section 8, skeleton 7, support bar 6 all have been wrapped in the foam-filled material 10.The junction plate 1 at support bar 6, hollow section 8 and two ends has constituted the pier construction of compound filling beam column jointly.
The quantity of described hollow section is the 3-6 root, and the arrangement that can be in line also can be arranged in square or circular being arranged between two junction plates.
The quantity of described support bar is the 3-4 root, and when being 3, the cross section of compound filling beam column is triangularity then, and when being 4, its cross section then is square.
As shown in Figure 1; On the junction plate 1 of an end of compound filling beam column, be provided with material hole 9, after the pier construction of compound filling beam column is built up; Foam-filled material 10 is injected from material hole 9, and foam-filled material 10 is filled and process of polyether foam or other types.Place, four angles on junction plate 1 is provided with connecting hole 3, and connecting hole 3 is used for being connected of connection and beam column and other building component between the beam column.For fire prevention and the heat-proof quality of strengthening this beam column also can be provided with fire prevention and the heat-insulating capability that one deck asbestos gauge effectively solves filled and process on the inwall of shell 5.
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 in the utility model, practice thrift building costs and installation cost greatly.Simultaneously because the use of pier construction and skeleton, make in compound filling beam column and the prior art of the utility model with volume the intensity of beam column suitable, can apply in the middle of the various buildings, usage degree is very strong.
Should be understood that the application of the utility model is not limited to above-mentioned giving an example, and concerning those of ordinary skills, can improve or conversion according to above-mentioned explanation, for example, but this compound filling beam column crossbeam also can be the gradual change beam; Hollow steel pipe can be arranged in triangle, under the requirement of strength to beam column was not so high situation, the also available High strength plastic pipe of hollow steel pipe replaced; Inserts can be the polyurethane-type foam; Junction plate is an iron plate; Shell also be the highstrenghtpiston process etc.All these improvement and conversion all should belong to the protection domain of the utility model accompanying claims.
Claims (6)
1. a compound filling beam column is characterized in that, comprises two junction plates and cylinder, and two junction plates lay respectively at the two ends of cylinder;
Wherein cylinder comprises hollow section, skeleton, support bar, foam-filled material, shell; The two ends of hollow section are separately fixed at the central authorities of the junction plate at two ends; The two ends of support bar are separately fixed on the junction plate; Junction plate, hollow section and support bar have constituted the pier construction of said compound filling beam column, and skeleton is arranged on the centre position of hollow section and support bar, and shell is arranged on the outermost layer of cylinder;
Wherein the junction plate of an end is provided with material hole, and foam-filled material is injected into the space of enclosure from material hole, wraps hollow section, skeleton and support bar.
2. compound filling beam column according to claim 1 is characterized in that, described compound filling beam column is a crossbeam.
3. compound filling beam column according to claim 1 is characterized in that, described compound filling beam column is the gradual change beam.
4. compound filling beam column according to claim 1 is characterized in that described junction plate is provided with connecting hole.
5. compound filling beam column according to claim 1 is characterized in that the quantity of described hollow section is the 3-6 root.
6. compound filling beam column according to claim 1 is characterized in that the quantity of described support bar is the 3-4 root.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202894265U CN202214816U (en) | 2011-08-10 | 2011-08-10 | Composite filled beam column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202894265U CN202214816U (en) | 2011-08-10 | 2011-08-10 | Composite filled beam column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202214816U true CN202214816U (en) | 2012-05-09 |
Family
ID=46014076
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011202894265U Expired - Fee Related CN202214816U (en) | 2011-08-10 | 2011-08-10 | Composite filled beam column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202214816U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102352653A (en) * | 2011-08-10 | 2012-02-15 | 邱成飞 | Composite filled beam column |
| CN102352653B (en) * | 2011-08-10 | 2016-12-14 | 邱成飞 | A kind of composite filled beam column |
| CN113088739A (en) * | 2021-03-30 | 2021-07-09 | 孙增俊 | Preparation process and preparation device of foam metal and foam metal |
-
2011
- 2011-08-10 CN CN2011202894265U patent/CN202214816U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102352653A (en) * | 2011-08-10 | 2012-02-15 | 邱成飞 | Composite filled beam column |
| CN102352653B (en) * | 2011-08-10 | 2016-12-14 | 邱成飞 | A kind of composite filled beam column |
| CN113088739A (en) * | 2021-03-30 | 2021-07-09 | 孙增俊 | Preparation process and preparation device of foam metal and foam metal |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120509 Termination date: 20150810 |
|
| EXPY | Termination of patent right or utility model |