CN2518946Y - Skeleton frame - Google Patents
Skeleton frame Download PDFInfo
- Publication number
- CN2518946Y CN2518946Y CN 01277884 CN01277884U CN2518946Y CN 2518946 Y CN2518946 Y CN 2518946Y CN 01277884 CN01277884 CN 01277884 CN 01277884 U CN01277884 U CN 01277884U CN 2518946 Y CN2518946 Y CN 2518946Y
- Authority
- CN
- China
- Prior art keywords
- wire rod
- parallel
- wire
- waveform
- wave
- 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
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- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model provides a skeleton frame which is applied as building cast, building wall, sprung roof and other support. The plurality rows of upper and lower parallel wires and the connecting wires at the longitudinal direction are connected together to make a net; the parallel wires are connected with and positioned by wave wire; the front wave part of the wave wire protrudes from the parallel wire and forms a triangle with the parallel wire. The wave wire is in a shape of equicrural hackle. And the parallel wire, the wave wire and the connecting wire are steel bar with circle or square cross section.
Description
Technical field
The utility model relates to building casting, construction wall, furred ceiling and does other and support the skeleton that uses.
Background technology
Existing a kind of materials for wall is to clamp the plate that a slice is used as the wall core with two wire lath sheets, with the wire that passes plate these two wire lath sheet welderings are connected as a single entity, become the precast wall body plate, do ash wall body plate with this metal truss structure, can only rely on the ash wall body plate core prefabricated, be unsuitable for cast-in-place, every place solder joint all must connect with wire, the process that is welded into plate is not only time-consuming but also require great effort, be difficult to realize automation, the overall structure performance is poor, because space truss structure is connected as a single entity with the wall core after being shaped, so can not realize the intensive treatment of postwelding metal frame structure.
Summary of the invention
The purpose of this utility model provides a kind of can be used for building site casting, construction wall, furred ceiling and doing the skeleton that other support use of factory automation production that be suitable for.
The purpose of this utility model can realize by following measure: the upper and lower parallel parallel wire rod of number row be positioned at it and be connected wire rod longitudinally and connect into nettedly, parallel wire rod connects with the waveform wire rod locatees.
The purpose of this utility model also can realize by following measure: the wavefront portion of waveform wire rod is protruding to constitute triangle in parallel wire rod and with parallel wire rod; Described waveform wire rod is the isosceles zigzag; Described parallel wire rod, waveform wire rod, connection wire rod are that section is circular or tetragonal reinforcing bar.
The utility model overall structure is strong, be suitable for factory automation production, can carry out carbonization treatment in factory after the shaping, increase bearing capacity, can be processed into multiple shapes such as plane, curved surface arbitrarily, can be used for cast-in-place, but also prefabricated panel, construction install convenience, quick can be used for construction wall, also can be used for building furred ceiling, also can be used as the support of other supports.But protruding in parallel wire rod and little triangle hook template when body of wall is cast of constituting with parallel wire rod, can strengthen combining of wall core body and floated coat after the casting.
Description of drawings
Fig. 1 is the schematic diagram of the utility model embodiment;
Fig. 2 is that schematic diagram is looked on the left side of the utility model Fig. 1;
Fig. 3 is the elevational schematic view of the utility model Fig. 1.
The specific embodiment
With reference to the parallel wire rod of accompanying drawing: 1-, 2-waveform wire rod, 3-connects wire rod.The upper and lower parallel parallel reinforcing bar of 4 rows be positioned at the 7 row's connecting reinforcements welderings longitudinally of parallel reinforcing bar and be linked to be grid-likely, parallel reinforcing bar connects with the weldering of waveform reinforcing bar locatees, the wavefront portion of waveform reinforcing bar protruding in parallel reinforcing bar and with parallel reinforcing bar formation isosceles triangle.
Claims (5)
1, a kind of skeleton is characterized in that the upper and lower parallel parallel wire rod (1) of number row and is positioned at it and is connected wire rod (3) longitudinally and connects into nettedly that parallel wire rod (1) connects with waveform wire rod (2) locatees.
2, a kind of skeleton according to claim 1 is characterized in that the wavefront portion of waveform wire rod (2) is protruding and constitutes triangle in parallel wire rod (1) and with parallel wire rod (1).
3, a kind of skeleton according to claim 1 is characterized in that described waveform wire rod (2) is the isosceles zigzag.
4, a kind of skeleton according to claim 1, it is characterized in that described parallel wire rod (1), waveform wire rod (2), connecting wire rod (3) is that section is circular reinforcing bar.
5, a kind of skeleton according to claim 2, it is characterized in that described parallel wire rod (1), waveform wire rod (2), connecting wire rod (3) is that section is tetragonal reinforcing bar.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 01277884 CN2518946Y (en) | 2001-12-30 | 2001-12-30 | Skeleton frame |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 01277884 CN2518946Y (en) | 2001-12-30 | 2001-12-30 | Skeleton frame |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2518946Y true CN2518946Y (en) | 2002-10-30 |
Family
ID=33681526
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 01277884 Expired - Fee Related CN2518946Y (en) | 2001-12-30 | 2001-12-30 | Skeleton frame |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN2518946Y (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102134906A (en) * | 2011-03-02 | 2011-07-27 | 天津市建科机械制造有限公司 | Truss in integral type framework structure |
CN108301566A (en) * | 2018-04-03 | 2018-07-20 | 中民筑友建筑科技(昆山)有限公司 | Assembly of integral shearing wall structure |
-
2001
- 2001-12-30 CN CN 01277884 patent/CN2518946Y/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102134906A (en) * | 2011-03-02 | 2011-07-27 | 天津市建科机械制造有限公司 | Truss in integral type framework structure |
CN108301566A (en) * | 2018-04-03 | 2018-07-20 | 中民筑友建筑科技(昆山)有限公司 | Assembly of integral shearing wall structure |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |