CN201424816Y - Large template supporting leg of wall - Google Patents
Large template supporting leg of wall Download PDFInfo
- Publication number
- CN201424816Y CN201424816Y CN 200920039599 CN200920039599U CN201424816Y CN 201424816 Y CN201424816 Y CN 201424816Y CN 200920039599 CN200920039599 CN 200920039599 CN 200920039599 U CN200920039599 U CN 200920039599U CN 201424816 Y CN201424816 Y CN 201424816Y
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- CN
- China
- Prior art keywords
- supporting leg
- wall
- large template
- template supporting
- great wall
- 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 - Lifetime
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to a large template supporting leg of a wall, which belongs to the field of wall template construction technology application. The supporting leg comprises a steel structuresupport; the steel structure support comprises at least two horizontal extension end and a vertical extension end; the head of each horizontal extension end is fixedly connected with a U-shaped connector; and the head of the vertical extension end is connected with a bolt anchor by a spiral pair. When in use, two large template supporting legs of the wall are adopted to clamp a large template fromboth sides with a fastener with the help of the U-shaped connector; and then the bolt anchor is adjusted, so that the large template is supported into a required angle, so as to ensure that the largetemplate is stable when standing up. When the large template is installed or detached on an on-site construction part, the large template supporting legs of the wall can be used to support temporarily, so as to reduce the occupied time of a crane, and reduce the space occupied by piling.
Description
Technical field
The utility model relates to a kind of supporting member of building operations, and especially a kind of great wall template supporting leg belongs to wall form application of construction technology field.
Background technology
Therefore great wall template need can take tower crane for a long time by tower crane when installing and remove, reduced the tower crane work efficiency.Usually stack at ground level when large form is idle in addition, perhaps set up steel pipe scaffold it is stood up, floor space is big in a word, and easy deformation is damaged.Understand according to the applicant, also do not have at present targetedly can head it off way.
The utility model content
The purpose of this utility model is: at the problem that above prior art exists, design and a kind ofly can reduce the tower crane holding time, reduce the template floor space and prevent the great wall template supporting leg of its deformed damaged.
In order to reach above purpose, great wall template supporting leg of the present utility model comprises steel structure support, described steel structure support has two horizontal-extending ends and a vertical extent end at least, the termination of described horizontal-extending end is connected in the U-shaped connector, and the termination of described vertical extent end is connected with the bolt lower margin by screw pair.
During use, adopt two great wall template supporting legs of the present utility model, can large form be clamped with securing member by the U-shaped connector respectively, at adjusting bolt lower margin large form is propped up and be set as required angle, guarantee the stability when large form is upright from both sides.Large form can support with great wall template supporting leg of the present utility model when construction part is installed or removed at the scene temporarily, thereby reduces the holding time of tower crane, reduces to stack occupation space.In a word, behind employing the utility model, can significantly improve large form operability at the scene, the problem that exists on the prior art is properly settled.
Description of drawings
Below in conjunction with accompanying drawing the utility model is further described.
Fig. 1 is the structural representation of an embodiment of the utility model.
Fig. 2 is the partial structurtes schematic diagram of Fig. 1.
The specific embodiment
Embodiment one
The great wall template supporting leg of present embodiment mainly is made up of two connectors 1, steel structure support 2, adjustable bolt lower margin 3, locking nut 4 as shown in Figure 1.Connector 1 adopts U-shaped fork structure, guarantees to be connected firmly with the large form wooden H-beam.Steel structure support 2 adopts two square steel pipe and square steel pipes that form the vertical extent end of forming the horizontal-extending end respectively, with and the upright support and the trivet that constitute frame construction each other be welded.The termination of two horizontal-extending ends is connected respectively at 1 welding of U-shaped connector, and the termination of vertical extent end is shaped on internal thread, is connected with bolt lower margin 3 by screw pair, constitutes adjustable structure.Be rotary with locking nut 4 on the adjustable bolt lower margin 3, the bottom of this bolt lower margin is welded with horizontal trigger piece, is convenient to regulate.
After the large form assembling finishes, need to install the supporting leg of two present embodiments usually, the template bigger for span can increase some supporting legs.During installation, two connectors 1 adopt bolt to be connected with the rough ground of large form respectively.After installing, large form uprightly can be stacked, adjustable bolt lower margin 3 supports on the ground, by regulate can realize the different model great wall template different install angle, guarantee the stability when various large forms are upright.When large form is installed, by tower crane with its handling to construction part, rely on to regulate the adjustable bolt lower margin, can allow large form uprightly in place temporarily, and not need to adopt alternate manner to reinforce.Equally, when large form was removed, the supporting leg of present embodiment also can play interim supporting role.
Facts have proved that the great wall template supporting leg of embodiment has following remarkable advantage:
1, when large form is installed and remove, do not need tower crane to cooperate for a long time, thereby help to improve the service efficiency of tower crane.
Can reduce floor space when 2, large form is uprightly put, be convenient to execution control.
3, when large form installs, can strengthen the resistance to overturning of large form.
Claims (4)
1. great wall template supporting leg, comprise steel structure support, it is characterized in that: described steel structure support has two horizontal-extending ends and a vertical extent end at least, the termination of described horizontal-extending end is connected in the U-shaped connector, and the termination of described vertical extent end is connected with the bolt lower margin by screw pair.
2. great wall template supporting leg according to claim 1, it is characterized in that: described steel structure support is by two square steel pipe and square steel pipes that form the vertical extent end that form the horizontal-extending end respectively, with and the upright support and the trivet that constitute frame construction each other be welded.
3. great wall template supporting leg according to claim 2 is characterized in that: the termination of described vertical extent end is shaped on internal thread, is connected by the external screw thread of screw pair with the bolt lower margin, constitutes adjustable structure.
4. great wall template supporting leg according to claim 3 is characterized in that: be rotary with locking nut 4 on the described bolt lower margin, the bottom of described bolt lower margin is welded with horizontal trigger piece.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200920039599 CN201424816Y (en) | 2009-04-16 | 2009-04-16 | Large template supporting leg of wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200920039599 CN201424816Y (en) | 2009-04-16 | 2009-04-16 | Large template supporting leg of wall |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201424816Y true CN201424816Y (en) | 2010-03-17 |
Family
ID=42024262
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 200920039599 Expired - Lifetime CN201424816Y (en) | 2009-04-16 | 2009-04-16 | Large template supporting leg of wall |
Country Status (1)
Country | Link |
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CN (1) | CN201424816Y (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110644785A (en) * | 2019-09-30 | 2020-01-03 | 中建四局第五建筑工程有限公司 | Can have enough to meet need regularization and exempt from pole setting truss aluminum mould braced system |
CN113700024A (en) * | 2021-08-27 | 2021-11-26 | 云南建投第五建设有限公司 | Construction method for reinforcing aerated concrete precast slab template by adopting butt joint buckles |
-
2009
- 2009-04-16 CN CN 200920039599 patent/CN201424816Y/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110644785A (en) * | 2019-09-30 | 2020-01-03 | 中建四局第五建筑工程有限公司 | Can have enough to meet need regularization and exempt from pole setting truss aluminum mould braced system |
CN113700024A (en) * | 2021-08-27 | 2021-11-26 | 云南建投第五建设有限公司 | Construction method for reinforcing aerated concrete precast slab template by adopting butt joint buckles |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term |
Granted publication date: 20100317 |
|
CX01 | Expiry of patent term |