CN204059909U - With the horizontal truss of avoiding structure - Google Patents

With the horizontal truss of avoiding structure Download PDF

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Publication number
CN204059909U
CN204059909U CN201420466085.8U CN201420466085U CN204059909U CN 204059909 U CN204059909 U CN 204059909U CN 201420466085 U CN201420466085 U CN 201420466085U CN 204059909 U CN204059909 U CN 204059909U
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China
Prior art keywords
truss
fixed
horizontal
fixed knot
upset
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Active
Application number
CN201420466085.8U
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Chinese (zh)
Inventor
徐洪广
何文林
魏炜
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CSCEC Strait Construction and Development Co Ltd
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CSCEC Strait Construction and Development Co Ltd
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Priority to CN201420466085.8U priority Critical patent/CN204059909U/en
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Abstract

The utility model relates to a kind of horizontal truss with avoiding structure, it comprises multiple truss element of connecting successively and is located at truss between truss element dodges unit, described truss dodge unit comprise respectively with a pair fixed knot that both sides truss element is connected, be located at that between two fixed knots and end is connected with corresponding fixed knot two overturn save and be connected to two upsets save between be connected and fixed assembly, upset joint top is connected with corresponding fixed knot top by articulated joints, and upset joint bottom is connected with corresponding fixed knot bottom by plug connections.The horizontal truss of the band avoiding structure that the purpose of this utility model is to provide a kind of Stability Analysis of Structures, flexibility strong.The utility model has the advantage of: when lifting false work moves to the attachment fixed bar place of tower crane, two upset joints truss can dodged on unit upwards turn on corresponding fixed knot, thus allow horizontal truss smoothly by the attachment fixed bar of tower crane.

Description

With the horizontal truss of avoiding structure
Technical field
The utility model relates to the lifting false work field in building operations, particularly a kind of horizontal truss with avoiding structure.
Background technology
Scaffold is at the construction field (site) for operative and the various supports solving high-rise working and set up, and is mainly used in the higher place that cannot directly construct of exterior wall, interior decoration or floor height on building sites.Exterior wall scaffold many employings raise scaffold.External wall is provided with tower crane more, when lifting false work moves to the attachment fixed bar of tower crane, needs to disassemble the horizontal truss blocked, after by the attachment fixed bar of tower crane, need again to re-assembly horizontal truss, very inconvenient.
Summary of the invention
The horizontal truss of the band avoiding structure that the purpose of this utility model is to provide a kind of Stability Analysis of Structures, flexibility strong, it can avoid the attachment fixed bar of tower crane deftly in lifting process.
The purpose of this utility model is achieved through the following technical solutions: a kind of horizontal truss with avoiding structure, it comprises multiple truss element of connecting successively and is located at truss between truss element dodges unit, described truss is dodged unit and is comprised a pair fixed knot be connected with both sides truss element respectively, be located at that between two fixed knots and end and corresponding fixed knot connect two overturn save and be connected to two upsets save between be connected and fixed assembly, upset joint top is connected with corresponding fixed knot top by articulated joints, upset joint bottom is connected with corresponding fixed knot bottom by plug connections.
Compared to prior art, the utility model has the advantage of: be provided with truss between truss element and dodge unit, when lifting false work moves to the attachment fixed bar place of tower crane, two upset joints upwards can be turn on corresponding fixed knot, thus allow horizontal truss smoothly by the attachment fixed bar of tower crane.
Accompanying drawing explanation
Fig. 1 is the perspective view of truss element.
Fig. 2 is the perspective view that unit dodged by truss.
Fig. 3 is the lateral view of Fig. 2.
Label declaration: unit dodged by 200 truss elements, the horizontal frame of 201 rectangle, 202 fixed transverse rods, 203 bracing pieces, 210 truss, 211 fixed knots, 212 overturn joints, 213 articulated joints, 214 plug connections, 215 are connected and fixed plate, 216 hooks.
Detailed description of the invention
Below in conjunction with Figure of description and embodiment, the utility model content is described in detail:
The embodiment schematic diagram of a kind of horizontal truss with avoiding structure provided for the utility model as shown in Figure 1 to Figure 3.
A kind of horizontal truss with avoiding structure, it comprises multiple truss elements 200 of connecting successively and is located at truss between truss element 200 dodges unit 210, described truss is dodged unit 210 and is comprised a pair fixed knot 211 be connected with both sides truss element 200 respectively, be located at that between two fixed knots 211 and end and corresponding fixed knot 211 connect two overturn joint 212 and are connected to two upsets and save and be connected and fixed assembly between 212, upset joint 212 top is connected with corresponding fixed knot 211 top by articulated joints 213, upset joint 212 bottom is connected with corresponding fixed knot 211 bottom by plug connections 214.
The described assembly that is connected and fixed comprises two connection fixtures be divided into outside upset joint 212 joint, described connection fixture comprises and is connected and fixed plate 215 and is fixed on for a pair on fixed head 215 and hang on the hook 216 of corresponding upset joint 212 upper end respectively, is connected and fixed plate 215 and is threaded connection structure and overturns joint 212 and be fixedly connected with.
Truss is dodged when unit 210 is and is provided with tower crane on external wall and is used, when lifting false work moves to the attachment fixed bar place of tower crane, first the connection fixture of two upset joint 212 joints is taken off, then take out upset joint 212 and the plug connections 214 of bottom, fixed knot 211 junction, finally around the articulated joints 213 on upset joint 212 top upset joint 212 upwards overturn and be positioned on fixed knot 211.After upset joint 212 overturns, the passage that the attachment fixed bar that horizontal truss can be formed a permission tower crane passes through.
Connection fixture is provided with hook 216, when two upset joints 212 dock, hook 216 is hung on upset joint 212 upper end, play the effect of the fixed head 215 that is located by connecting, workman, without the need to being firmly connected and fixed plate 215 with hand steered, only needing turn bolt, greatly improves joint efficiency.
Described truss element 200 comprises the horizontal frame of two rectangles 201 and interval and is laid in many fixed transverse rods 202 between the horizontal frame 201 of two rectangles, described fixed transverse rod 202 is located at two corresponding rectangles horizontal frame 201 bottom, the bracing piece 203 of vertical and/or oblique setting is also provided with in the horizontal frame of described rectangle 201, rectangle horizontal frame 201 both ends are provided with and are connected and fixed screw, and adjacent truss unit 200 is connected and fixed by being connected and fixed the screw bolt that is fixedly connected.

Claims (3)

1. the horizontal truss with avoiding structure, it is characterized in that: it comprises multiple truss elements (200) of connecting successively and is located at truss between truss element (200) dodges unit (210), described truss is dodged unit (210) and is comprised a pair fixed knot (211) be connected with both sides truss element (200) respectively, be located at that between two fixed knots (211) and end and corresponding fixed knot (211) connect two overturn to save (212) and be connected to two upsets and save and be connected and fixed assembly between (212), upset joint (212) top is connected with corresponding fixed knot (211) top by articulated joints (213), upset joint (212) bottom is connected with corresponding fixed knot (211) bottom by plug connections (214).
2. the horizontal truss of band avoiding structure according to claim 1, it is characterized in that: described in be connected and fixed assembly comprise two be divided into upset joint (212) joint outside connection fixtures, described connection fixture comprises and is connected and fixed plate (215) and is fixed on fixed head (215) for a pair upper and hang on the hook (216) of corresponding upset joint (212) upper end respectively, is connected and fixed plate (215) and is threaded connection structure with overturning and saves (212) and be fixedly connected with.
3. the horizontal truss of band avoiding structure according to claim 1 and 2, it is characterized in that: described truss element (200) comprises the horizontal frame of two rectangle (201) and interval and is laid in many fixed transverse rods (202) between the horizontal frame of two rectangle (201), described fixed transverse rod (202) is located at two corresponding rectangles horizontal frame (201) bottom, the bracing piece (203) of vertical and/or oblique setting is also provided with in the horizontal frame of described rectangle (201), the horizontal frame of rectangle (201) both ends are provided with and are connected and fixed screw, adjacent truss unit (200) is connected and fixed by being connected and fixed the screw bolt that is fixedly connected.
CN201420466085.8U 2014-08-18 2014-08-18 With the horizontal truss of avoiding structure Active CN204059909U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420466085.8U CN204059909U (en) 2014-08-18 2014-08-18 With the horizontal truss of avoiding structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420466085.8U CN204059909U (en) 2014-08-18 2014-08-18 With the horizontal truss of avoiding structure

Publications (1)

Publication Number Publication Date
CN204059909U true CN204059909U (en) 2014-12-31

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Family Applications (1)

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CN201420466085.8U Active CN204059909U (en) 2014-08-18 2014-08-18 With the horizontal truss of avoiding structure

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CN (1) CN204059909U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107989351A (en) * 2017-11-28 2018-05-04 江苏速捷模架科技有限公司 Disk button quickly assembles truss platform structure
CN108612097A (en) * 2018-05-04 2018-10-02 中建海峡建设发展有限公司 A kind of stake position centering technique of position centralising device and this of application position centralising device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107989351A (en) * 2017-11-28 2018-05-04 江苏速捷模架科技有限公司 Disk button quickly assembles truss platform structure
CN108612097A (en) * 2018-05-04 2018-10-02 中建海峡建设发展有限公司 A kind of stake position centering technique of position centralising device and this of application position centralising device
CN108612097B (en) * 2018-05-04 2020-05-22 中建海峡建设发展有限公司 Pile position centering device and pile position centering process applying same

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