CN203514644U - Steel bar net rack of wall body and wall body with same - Google Patents
Steel bar net rack of wall body and wall body with same Download PDFInfo
- Publication number
- CN203514644U CN203514644U CN201320628347.1U CN201320628347U CN203514644U CN 203514644 U CN203514644 U CN 203514644U CN 201320628347 U CN201320628347 U CN 201320628347U CN 203514644 U CN203514644 U CN 203514644U
- Authority
- CN
- China
- Prior art keywords
- bar
- steel bar
- reinforcing bar
- lower edge
- edge reinforcing
- 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
Images
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model provides a steel bar net rack of a wall body. The steel bar net rack is mainly formed by connecting a plurality of steel bar trusses, wherein each steel bar truss comprises an upper cord steel bar, two lower chord steel bars, two web members and a bottom rod; the two lower chord steel bars are positioned below the upper chord steel bar and include a first lower chord steel bar and a second lower chord steel bar which are arranged at intervals; the two web members include a first web member and a second web member, the first web member is connected to the upper chord steel bar and the first lower chord steel bar, and the second web member is connected to the upper chord steel bar and the second lower chord steel bar; the bottom rod is connected between the first lower chord steel bar and the second lower chord steel bar. According to the utility model, the stress effect of the steel bar trusses is higher in such a way that the bottom rod is arranged between the first lower chord steel bar and the second lower chord steel bar, so that the bearing force of the wall body is increased, and the steadiness and safety of a residence are ensured. The utility model also provides the wall body with the steel bar net rack.
Description
Technical field
The utility model relates to the technical field of wall structure, relates in particular to a kind of bar frame of body of wall and has the body of wall of this bar frame.
Background technology
Current, when carrying out the techniques such as precast plate making, cast-in-situ wall, can add the bar frame being formed by a plurality of steel bar girders, to forming fast, there are the precast plate, body of wall of good bearing capacity etc.Wherein, the web member that current steel bar girder is mainly winded up between reinforcing bar and lower edge reinforcing bar by the reinforcing bar that winds up, two lower edge reinforcing bars and connection forms.When building high level and high-rise house, it requires precast plate or has higher bearing capacity by the formed body of wall of cast-in-place method, so, at precast plate or cast-in-situ wall bar frame used also in requisition for higher bearing capacity, but with the made bar frame of current steel bar girder structure, may there is the situation of Lack of support, be unfavorable for using in high-rise and high-rise house are built.
Therefore, be necessary to provide a kind of technological means to address the aforementioned drawbacks.
Utility model content
The purpose of this utility model is to overcome the defect of prior art, and a kind of bar frame of body of wall is provided, to solve the problem of prior art Lack of support; Meanwhile, also provide a kind of body of wall with this bar frame.
The utility model is to realize like this, a kind of bar frame of body of wall, mainly by a plurality of steel bar girders, be formed by connecting, steel bar girder comprises the reinforcing bar that winds up, two lower edge reinforcing bars, two web members and bottom bar, wind up described in two lower edge reinforcing bars the are positioned at below of reinforcing bar, it comprises spaced the first lower edge reinforcing bar and the second lower edge reinforcing bar; Two web members comprise the first web member and the second web member, described in described the first web member is connected in, wind up reinforcing bar and described the first lower edge reinforcing bar, and reinforcing bar and described the second lower edge reinforcing bar wind up described in described the second web member is connected in; Bottom bar is connected between described the first lower edge reinforcing bar and described the second lower edge reinforcing bar.
Particularly, described bottom bar has a tortuous portion of bottom bar, and one end of the tortuous portion of described bottom bar is connected in described the first lower edge reinforcing bar, and the other end of the tortuous portion of described bottom bar is connected in described the second lower edge reinforcing bar.
Further, the tortuous portion of described bottom bar is wavy, and this is wavy for being mutually formed by connecting from beginning to end by a plurality of V-arrangements.
Preferably, described the first web member has one first tortuous portion, and one end of described the first tortuous portion is connected in described the first lower edge reinforcing bar, and reinforcing bar winds up described in the other end of described the first tortuous portion is connected in.
Further, described the first tortuous portion is wavy, and this is wavy for being mutually formed by connecting from beginning to end by a plurality of V-arrangements.
Further, described the second web member has one second tortuous portion, and one end of described the second tortuous portion is connected in described the second lower edge reinforcing bar, and reinforcing bar winds up described in the other end of described the second tortuous portion is connected in.
Further, described the second tortuous portion is wavy, and this is wavy for being mutually formed by connecting from beginning to end by a plurality of V-arrangements.
The utility model also relates to a kind of body of wall, and described body of wall has above-mentioned bar frame.
Technique effect of the present utility model is: by be provided with bottom bar between the first lower edge reinforcing bar and the second lower edge reinforcing bar, so that the stressed effect of steel bar girder is larger, thereby the bearing capacity of enhancing body of wall guarantees steadiness and the safety of house.
Accompanying drawing explanation
Fig. 1 is the top view of steel bar girder of bar frame of the body of wall of the utility model embodiment;
Fig. 2 is the upward view of steel bar girder of bar frame of the body of wall of the utility model embodiment;
Fig. 3 is the sectional view of steel bar girder of bar frame of the body of wall of the utility model embodiment.
The specific embodiment
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein is only in order to explain the utility model, and be not used in restriction the utility model.
Refer to shown in Fig. 1 to Fig. 4, the utility model provides a kind of bar frame of body of wall, be mainly used in high-rise and high-rise building, this bar frame is mainly formed by connecting by a plurality of steel bar girders 10, steel bar girder 10 comprises the reinforcing bar 20 of winding up, two lower edge reinforcing bars (31,32), two web members (41,42) and bottom bars 50, wherein, two lower edge reinforcing bars (31,32) are positioned at the below of the reinforcing bar 20 that winds up, and it comprises spaced the first lower edge reinforcing bar 31 and the second lower edge reinforcing bar 32;
Two web members (41,42) comprise the first web member 41 and the second web member 42, the first web member 41 be connected in wind up reinforcing bar 20 and the first lower edge reinforcing bar 31 both, the second web member 42 be connected in wind up reinforcing bar 20 and the second lower edge reinforcing bar 32 both, particularly, the first web member 41 by welding manner be connected in wind up reinforcing bar 20 and the first lower edge reinforcing bar 31 both, the second web member 42 by welding manner be connected in wind up reinforcing bar 20 and the second lower edge reinforcing bar 32 both;
By be provided with bottom bar 50 between the first lower edge reinforcing bar 31 and the second lower edge reinforcing bar 32, so that the stressed effect of steel bar girder 10 is larger, thereby the bearing capacity of enhancing body of wall guarantees steadiness and the safety of house.
Refer to shown in Fig. 3 and Fig. 4, bottom bar 50 has a tortuous portion 51 of bottom bar, and one end of the tortuous portion 51 of bottom bar is connected in the first lower edge reinforcing bar 31, and the other end of the tortuous portion 51 of bottom bar is connected in the second lower edge reinforcing bar 32.Wherein, by being provided with tortuous portion 51, be not only conducive to and being connected of the first lower edge reinforcing bar 31, the second lower edge reinforcing bar 32, and the stability of reinforcing steel bar truss 10, thereby further improve the bearing capacity of steel bar girder 10.
Further, the tortuous portion 51 of bottom bar is wavy, and this is wavy for being mutually formed by connecting from beginning to end by a plurality of V-arrangements, so that the tortuous portion 51 of bottom bar and the first lower edge reinforcing bar 31, the second lower edge reinforcing bar 32 form a plurality of triangles, the thus stability of reinforcing steel bar truss 10.Certainly, the tortuous portion 51 of the bottom bar of this case also can be wavy for what connected by a plurality of U-shapeds.
Refer to shown in Fig. 2, the other end that one end that the first web member 41 has an one first tortuous portion 411 of tortuous portion 411, the first is connected in the first tortuous portion 411 of lower edge reinforcing bar 31, the first is connected in the reinforcing bar 20 that winds up.
Further, the first tortuous portion 411 is wavy, and this wavy for by a plurality of V-arrangements mutually head and the tail be formed by connecting so that the first tortuous portion 411 and the first lower edge reinforcing bar 31, reinforcing bar 20 formation a plurality of triangles, the thus stability of reinforcing steel bar truss 10 of winding up.
Shown in 2, the other end that one end that the second web member 42 has an one second tortuous portion 421 of tortuous portion 421, the second is connected in the second tortuous portion 421 of lower edge reinforcing bar 32, the second is connected in the reinforcing bar 20 that winds up.
Further, the second tortuous portion 421 is wavy, and this wavy for by a plurality of V-arrangements mutually head and the tail be formed by connecting so that the second tortuous portion 421 and the second lower edge reinforcing bar 32, reinforcing bar 20 formation a plurality of triangles, the thus stability of reinforcing steel bar truss 10 of winding up.
Refer to shown in Fig. 1, the utility model also relates to a kind of body of wall, and body of wall has above-mentioned bar frame.
The foregoing is only the utility model preferred embodiment; its structure is not limited to the above-mentioned shape of enumerating; all any modifications of doing within spirit of the present utility model and principle, be equal to and replace and improvement etc., within all should being included in protection domain of the present utility model.
Claims (8)
1. a bar frame for body of wall, is characterized in that, mainly by a plurality of steel bar girders, is formed by connecting, and described steel bar girder comprises:
Reinforcing bar winds up;
Two lower edge reinforcing bars, the below of the reinforcing bar that winds up described in being positioned at, comprises spaced the first lower edge reinforcing bar and the second lower edge reinforcing bar;
Two web members, comprise the first web member and the second web member, described in described the first web member is connected in, wind up reinforcing bar and described the first lower edge reinforcing bar, and reinforcing bar and described the second lower edge reinforcing bar wind up described in described the second web member is connected in; And
Bottom bar, is connected between described the first lower edge reinforcing bar and described the second lower edge reinforcing bar.
2. the bar frame of body of wall as claimed in claim 1, it is characterized in that: described bottom bar has a tortuous portion of bottom bar, one end of the tortuous portion of described bottom bar is connected in described the first lower edge reinforcing bar, and the other end of the tortuous portion of described bottom bar is connected in described the second lower edge reinforcing bar.
3. the bar frame of body of wall as claimed in claim 2, is characterized in that: the tortuous portion of described bottom bar is wavy, and this is wavy for being mutually formed by connecting from beginning to end by a plurality of V-arrangements.
4. the bar frame of the body of wall as described in claim 1-3 any one, it is characterized in that: described the first web member has one first tortuous portion, one end of described the first tortuous portion is connected in described the first lower edge reinforcing bar, and reinforcing bar winds up described in the other end of described the first tortuous portion is connected in.
5. the bar frame of body of wall as claimed in claim 4, is characterized in that: described the first tortuous portion is wavy, and this is wavy for being mutually formed by connecting from beginning to end by a plurality of V-arrangements.
6. the bar frame of body of wall as claimed in claim 5, it is characterized in that: described the second web member has one second tortuous portion, one end of described the second tortuous portion is connected in described the second lower edge reinforcing bar, and reinforcing bar winds up described in the other end of described the second tortuous portion is connected in.
7. the bar frame of body of wall as claimed in claim 6, is characterized in that: described the second tortuous portion is wavy, and this is wavy for being mutually formed by connecting from beginning to end by a plurality of V-arrangements.
8. a body of wall, is characterized in that: described body of wall has the bar frame described in claim 1-7 any one.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320628347.1U CN203514644U (en) | 2013-10-11 | 2013-10-11 | Steel bar net rack of wall body and wall body with same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320628347.1U CN203514644U (en) | 2013-10-11 | 2013-10-11 | Steel bar net rack of wall body and wall body with same |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203514644U true CN203514644U (en) | 2014-04-02 |
Family
ID=50373599
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320628347.1U Expired - Fee Related CN203514644U (en) | 2013-10-11 | 2013-10-11 | Steel bar net rack of wall body and wall body with same |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203514644U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104929281A (en) * | 2015-06-25 | 2015-09-23 | 哈尔滨工业大学 | Steel bar truss stiffened steel concrete composite shear wall |
| CN106760218A (en) * | 2016-12-08 | 2017-05-31 | 北京建筑大学 | A kind of steel pipe steel bar girder |
| CN108571102A (en) * | 2018-06-15 | 2018-09-25 | 浙江绿筑集成科技有限公司 | A kind of production method of novel Prefabricated stacking floor |
| CN111075064A (en) * | 2018-10-18 | 2020-04-28 | 中清大科技股份有限公司 | Steel frame-concrete shear wall structure building and construction method thereof |
-
2013
- 2013-10-11 CN CN201320628347.1U patent/CN203514644U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104929281A (en) * | 2015-06-25 | 2015-09-23 | 哈尔滨工业大学 | Steel bar truss stiffened steel concrete composite shear wall |
| CN106760218A (en) * | 2016-12-08 | 2017-05-31 | 北京建筑大学 | A kind of steel pipe steel bar girder |
| CN108571102A (en) * | 2018-06-15 | 2018-09-25 | 浙江绿筑集成科技有限公司 | A kind of production method of novel Prefabricated stacking floor |
| CN111075064A (en) * | 2018-10-18 | 2020-04-28 | 中清大科技股份有限公司 | Steel frame-concrete shear wall structure building and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203514644U (en) | Steel bar net rack of wall body and wall body with same | |
| CN104674941A (en) | Tubular structure system capable of restoring functions | |
| CN105332452A (en) | Dragline curtain wall support system with steel truss at top and construction method thereof | |
| CN203716336U (en) | Sheet steel shear wall punched in side edges | |
| CN103410082B (en) | Double-layer bridge floor cable-stayed bridge | |
| CN202787047U (en) | Deck type triangular steel truss composite beam | |
| CN202380390U (en) | Flexible arch support frame with vault pushing steel truss girder | |
| CN204185770U (en) | High intensity Zone Suspension Bridge Tower damping vibration combination crossbeam | |
| CN103088950A (en) | Floor plate steel truss structure | |
| CN204342306U (en) | A kind of novel roofing crane foundation | |
| CN204491826U (en) | Can restore funcitons tube structure system | |
| CN204491883U (en) | A kind of assembling energy consumption steel plate shear wall | |
| CN204475665U (en) | The modified node method of beam string | |
| CN203890865U (en) | Stabilizing beam structure of horizontally-pulling rope bridge | |
| CN203795718U (en) | Long-span truss structure | |
| CN207499149U (en) | A kind of multilayer loop girder construction system | |
| CN202644410U (en) | Protection canopy frame of triangle-shaped trusswork | |
| CN103981799A (en) | Steel tube concrete string stiffness beam and construction method thereof | |
| CN203129641U (en) | Steel roof truss factory building | |
| CN202730633U (en) | Self-anchored suspension bridge for main cables in parallel spaces of one-column tower | |
| CN203160237U (en) | Anti-floating anchor rod structure of raft | |
| CN103374879B (en) | One is fallen terraced section steel truss cable-stayed bridge mid-side node syndeton | |
| CN206570928U (en) | A kind of building structure of high-rise building arch type commutation layer | |
| CN202611077U (en) | Light steel keel boom back supporting member | |
| CN204510015U (en) | High span Steel Truss Beam takes assembling structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160413 Address after: 518000 Guangdong city of Shenzhen province Nanshan District Nanshan Road overseas Chinese new road building two floor, Fontana Gardens Patentee after: Shenzhen Peng Peng building and Engineering Design Co., Ltd. Patentee after: EXCELLENCE REAL ESTATE GROUP LIMITED Address before: 518000 Futian District City, Shenzhen Province, building excellence room, room, Guangdong Patentee before: EXCELLENCE REAL ESTATE GROUP LIMITED |
|
| 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: 20140402 Termination date: 20191011 |