CN205591426U - Steel reinforced concrete vierendeel truss - Google Patents
Steel reinforced concrete vierendeel truss Download PDFInfo
- Publication number
- CN205591426U CN205591426U CN201620150229.8U CN201620150229U CN205591426U CN 205591426 U CN205591426 U CN 205591426U CN 201620150229 U CN201620150229 U CN 201620150229U CN 205591426 U CN205591426 U CN 205591426U
- Authority
- CN
- China
- Prior art keywords
- shaped steel
- steel
- web member
- type web
- lower edge
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 113
- 239000010959 steel Substances 0.000 title claims abstract description 113
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 12
- 238000003466 welding Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 3
- 238000004804 winding Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Abstract
The utility model relates to a steel reinforced concrete vierendeel truss, it is including wind up shaped steel and last quarter shaped steel, winds up that the equipartition has vertical shaped steel between shaped steel and the last quarter shaped steel, is equipped with V type web member between two adjacent vertical shaped steel, and the blind end welding of V type web member is on the shaped steel that winds up, and the open end of V type web member welds on last quarter shaped steel, and the one end of the open end of V type web member and left vertical shaped steel cross, and the other end of the open end of V type web member and the vertical shaped steel on right side cross. This structure effectively satisfies the building activities and losses requirement of big space, large -span, and does not influence the building usage space.
Description
Technical field
This utility model belongs to construction engineering technical field, is specifically related to steel reinforced concrete vierendeel truss.
Background technology
Truss structure is usually used in the public buildings such as the Factory Building of large span, exhibition center, gymnasium and bridge, existing truss structure generally uses steel bar girder, it is possible to effectively meet floor requirement for bearing capacity, but, for large space, the building function requirement of large span, can not meet.
Utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art to provide a kind of steel reinforced concrete vierendeel truss, and this structure effectively meets the building function requirement of large space, large span, and does not affect building use space.
In order to achieve the above object, this utility model adopts the following technical scheme that
This utility model provides a kind of steel reinforced concrete vierendeel truss, it includes wind up shaped steel and lower edge shaped steel, wind up and between shaped steel and lower edge shaped steel, be evenly equipped with vertical shaped steel, it is provided with V-type web member between two adjacent vertical shaped steel, the blind end of V-type web member is welded on and winds up on shaped steel, the opening of V-type web member is welded on lower edge shaped steel, and one end of the opening of V-type web member crosses with the vertical shaped steel in left side, and the other end of the opening of V-type web member crosses with the vertical shaped steel on right side.
According to above-mentioned steel reinforced concrete vierendeel truss, described winding up is provided with middle chordwise steel between shaped steel and lower edge shaped steel, wind up shaped steel, middle chordwise steel and lower edge shaped steel is horizontally disposed, and the distance winded up between shaped steel and middle chordwise steel is less than the distance between middle chordwise steel and lower edge shaped steel.
According to above-mentioned steel reinforced concrete vierendeel truss, described vertical shaped steel is inverted trapezoidal attachment structure with the junction of the shaped steel that winds up, and vertical shaped steel is trapezoidal attachment structure with the junction of lower edge shaped steel.
Compared with prior art, the beneficial effect that this utility model obtains:
1. this utility model structure includes wind up shaped steel and lower edge shaped steel, wind up and between shaped steel and lower edge shaped steel, be evenly equipped with vertical shaped steel, it is provided with V-type web member between two adjacent vertical shaped steel, the blind end of V-type web member is welded on and winds up on shaped steel, the opening of V-type web member is welded on lower edge shaped steel, one end of the opening of V-type web member crosses with the vertical shaped steel in left side, the other end of the opening of V-type web member crosses with the vertical shaped steel on right side, this structure effectively meets large space, the building function requirement of large span, and improve the work efficiency of construction, it is effectively guaranteed construction quality.
2. in this utility model structure, the junction of vertical shaped steel and the shaped steel that winds up is inverted trapezoidal attachment structure, and vertical shaped steel is trapezoidal attachment structure with the junction of lower edge shaped steel；This structure expand vertical shaped steel respectively with the shaped steel that winds up, the contact surface of lower edge shaped steel, add the bending resistance of vertical shaped steel.
3. this utility model is simple and practical, cost is low, appearance looks elegant, has broad application prospects.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
Below in conjunction with the accompanying drawings this utility model is further illustrated.
With reference to shown in Fig. 1, a kind of steel reinforced concrete vierendeel truss, it includes wind up shaped steel 1 and lower edge shaped steel 2, wind up and between shaped steel 1 and lower edge shaped steel 2, be provided with middle chordwise steel 3, wind up shaped steel 1, middle chordwise steel 3 and lower edge shaped steel 2 is horizontally disposed, and the distance winded up between shaped steel 1 and middle chordwise steel 3 is less than the distance between middle chordwise steel 3 and lower edge shaped steel 2；Described winding up is evenly equipped with vertical shaped steel 4 between shaped steel 1 and lower edge shaped steel 2, vertical shaped steel 4 is inverted trapezoidal attachment structure 5 with the junction of the shaped steel 1 that winds up, vertical shaped steel 4 is trapezoidal attachment structure 6 with the junction of lower edge shaped steel 2, it is provided with V-type web member 7 between two adjacent vertical shaped steel, the blind end of V-type web member 7 is welded on and winds up on shaped steel 1, the opening of V-type web member 7 is welded on lower edge shaped steel 2, one end of the opening of V-type web member 7 crosses with the vertical shaped steel in left side, and the other end of the opening of V-type web member crosses with the vertical shaped steel on right side.
Claims (3)
1. steel reinforced concrete vierendeel truss, it is characterized in that: it includes wind up shaped steel and lower edge shaped steel, wind up and between shaped steel and lower edge shaped steel, be evenly equipped with vertical shaped steel, it is provided with V-type web member between two adjacent vertical shaped steel, the blind end of V-type web member is welded on and winds up on shaped steel, the opening of V-type web member is welded on lower edge shaped steel, and one end of the opening of V-type web member crosses with the vertical shaped steel in left side, and the other end of the opening of V-type web member crosses with the vertical shaped steel on right side.
Steel reinforced concrete vierendeel truss the most according to claim 1, it is characterized in that: described in wind up and between shaped steel and lower edge shaped steel, be provided with middle chordwise steel, wind up shaped steel, middle chordwise steel and lower edge shaped steel is horizontally disposed, and the distance winded up between shaped steel and middle chordwise steel is less than the distance between middle chordwise steel and lower edge shaped steel.
Steel reinforced concrete vierendeel truss the most according to claim 1, it is characterised in that: described vertical shaped steel is inverted trapezoidal attachment structure with the junction of the shaped steel that winds up, and vertical shaped steel is trapezoidal attachment structure with the junction of lower edge shaped steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620150229.8U CN205591426U (en) | 2016-02-29 | 2016-02-29 | Steel reinforced concrete vierendeel truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620150229.8U CN205591426U (en) | 2016-02-29 | 2016-02-29 | Steel reinforced concrete vierendeel truss |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205591426U true CN205591426U (en) | 2016-09-21 |
Family
ID=56928039
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620150229.8U Expired - Fee Related CN205591426U (en) | 2016-02-29 | 2016-02-29 | Steel reinforced concrete vierendeel truss |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205591426U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110042982A (en) * | 2019-01-15 | 2019-07-23 | 潘旭鹏 | A kind of composite structure component and preparation method thereof and application |
-
2016
- 2016-02-29 CN CN201620150229.8U patent/CN205591426U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110042982A (en) * | 2019-01-15 | 2019-07-23 | 潘旭鹏 | A kind of composite structure component and preparation method thereof and application |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160921 Termination date: 20180229 |