CN203334188U - Movable top cap steel bar binding mould for pier shaft - Google Patents
Movable top cap steel bar binding mould for pier shaft Download PDFInfo
- Publication number
- CN203334188U CN203334188U CN2013203457787U CN201320345778U CN203334188U CN 203334188 U CN203334188 U CN 203334188U CN 2013203457787 U CN2013203457787 U CN 2013203457787U CN 201320345778 U CN201320345778 U CN 201320345778U CN 203334188 U CN203334188 U CN 203334188U
- Authority
- CN
- China
- Prior art keywords
- top cap
- pier shaft
- vertical rod
- bar binding
- steel bar
- 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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Abstract
The utility model discloses a movable top cap steel bar binding mould for a pier shaft. The mould mainly comprises a lower longitudinal beam, vertical rods, a lower transverse beam, a middle transverse beam, an upper longitudinal beam, an upper transverse beam, small vertical rods, jacking and a movable cross rod. According to the movable top cap steel bar binding mould for the pier shaft, integrated binding between the pier shaft and top cap steel bars can be achieved, and the mould can be adapted to binding of the top cap steel bars with different widths of 2.0-2.5m; after the top cap steel bars are bound, a top cap reinforcing cage is lifted up into a pier shaft formwork through a crane, and a next top cap reinforcing cage can be bound.
Description
Technical field
The utility model relates to a kind of mobile steel bar binding clamping fixture of pier shaft top cap reinforcing bar binding, particularly a kind of being applicable in the cap reinforcing bar binding construction of existing pier shaft top.
Background technology
In the cap reinforcing bar binding of existing pier shaft top, all carry out colligation in pier body formwork inside after completing pier body formwork is assembled, colligation is consuming time, the precision of work consuming and reinforcing bar binding can not be guaranteed, just can carry out the pier shaft concrete construction after must waiting for pier shaft top cap reinforcing bar binding, affect next operation.
The utility model content
What this was newly practical is for fear of above-mentioned the deficiencies in the prior art part, and a kind of removable pier shaft top cap steel bar binding clamping fixture is provided.
The utility model adopts following technical scheme:
Removable pier shaft top cap steel bar binding clamping fixture, include lower transverse beam (4), middle cross beam (6), top rail (12), be connected with vertical rod (5) on lower transverse beam (4), middle cross beam (6), be connected with longeron (2), lower longeron (1) between the vertical rod of both sides (5), vertical rod (5) upper end is fixedly connected with little vertical rod (9), the top of little vertical rod (9) is equipped with jacking (10), be placed with movable cross bar (11) on jacking (10), be fixedly connected with vertical connecting reinforcement (8), bridging (7) between adjacent vertical rod (5).
Described vertical rod (5) is comprised of No. 14 channel-section steels, and it and lower longeron (1) are welded into an integral body.
Described lower transverse beam (4) is comprised of No. 14 channel-section steels, is positioned over lower longeron (1) top, and welds with lower longeron (1).
Described middle cross beam (6) is comprised of No. 14 channel-section steels, and welds with every vertical rod (5).
Described upper longeron (2) is comprised of No. 14 channel-section steels, and welds with whole vertical rods (5).
Described top rail (12) is comprised of No. 14 channel-section steels, in two ends and vertical rod (5) welding.
Described vertical connecting reinforcement (8) is comprised of the 22mm screw-thread steel, with vertical rod (5), is connected to form integral body.
Described bridging (7) is comprised of the 22mm screw-thread steel, and vertical rod (5) is connected into to integral body.
Advantage of the present utility model:
(1) pier shaft top cap reinforcing bar overall binding on the cap steel bar binding clamping fixture of removable pier shaft top, the colligation quality is guaranteed;
(2) removable pier shaft top cap steel bar binding clamping fixture is applicable to 2.0m ~ 2.5m top cap width, applied widely;
(3) removable pier shaft top cap steel bar binding clamping fixture is movable fixture, while needing to shift, can directly by crane, be transported to other job locations, and turnover property is strong;
(4) cap reinforcing bar in pier shaft top directly carries out colligation on the cap steel bar binding clamping fixture of removable pier shaft top, and after the colligation moulding, direct handling, to pier body formwork, does not affect the pier shaft concrete and uses, and shortens the pier construction cycle.
The accompanying drawing explanation
Fig. 1 is cap steel bar binding clamping fixture front, removable pier shaft top
Fig. 2 is cap steel bar binding clamping fixture side, removable pier shaft top
Fig. 3 is removable pier shaft top cap steel bar binding clamping fixture sectional drawing
Number in the figure: 1 is that longeron on lower longeron, 2,3 is that pier shaft top cap, 4 is that lower transverse beam, 5 is that vertical rod, 6 is that middle cross beam, 7 is that bridging, 8 is that vertical connecting reinforcement, 9 is that little vertical rod, 10 is that jacking, 11 is that movable cross bar, 12 is top rail.
The specific embodiment
Referring to accompanying drawing, removable pier shaft top cap steel bar binding clamping fixture, include lower transverse beam 4, middle cross beam 6, top rail 12, lower transverse beam 4, be connected with vertical rod 5 on middle cross beam 6, be connected with longeron 2 between the vertical rod 5 of both sides, lower longeron 1, vertical rod 5 upper ends are fixedly connected with little vertical rod 9, the top of little vertical rod 9 is equipped with jacking 10, be placed with movable cross bar 11 on jacking 10, be fixedly connected with vertical connecting reinforcement 8 between adjacent vertical rod 5, bridging 7, vertical rod 5 is comprised of No. 14 channel-section steels, it and lower longeron 1 are welded into an integral body, lower transverse beam 4 is comprised of No. 14 channel-section steels, be positioned over lower longeron 1 top, and weld with lower longeron 1, middle cross beam 6 is comprised of No. 14 channel-section steels, and weld with every vertical rod 5, upper longeron 2 is comprised of No. 14 channel-section steels, and weld with whole vertical rods 5, top rail 12 is comprised of No. 14 channel-section steels, in two ends and vertical rod 5 welding, vertically connecting reinforcement 8 is comprised of the 22mm screw-thread steel, be connected to form integral body with vertical rod 5, bridging 7 is comprised of the 22mm screw-thread steel, vertical rod 5 is connected into to integral body.
1. be colligation top cap lower floor reinforcing bar on middle cross beam 6, after colligation on movable cross bar 11 colligation top crown layer reinforcing bar, after the levels reinforcing bar binding, then carry out all the other reinforcing bar bindings.Last whole top cap reinforcing bar binding is complete.
2. utilize crane that movable cross bar 11 is hung in pier body formwork together with the cap reinforcing bar of top, accurately movable cross bar 11 can be fetched from new placement and jacking 10 tops behind location, carry out next top cap reinforcing bar binding.
3. can move to next construction area by the removable pier shaft of crane top cap steel bar binding clamping fixture after this top, zone cap reinforcing bar binding.
Claims (8)
1. removable pier shaft top cap steel bar binding clamping fixture, include lower transverse beam (4), middle cross beam (6), top rail (12), be connected with vertical rod (5) on lower transverse beam (4), middle cross beam (6), be connected with longeron (2), lower longeron (1) between the vertical rod of both sides (5), vertical rod (5) upper end is fixedly connected with little vertical rod (9), the top of little vertical rod (9) is equipped with jacking (10), be placed with movable cross bar (11) on jacking (10), be fixedly connected with vertical connecting reinforcement (8), bridging (7) between adjacent vertical rod (5).
2. removable pier shaft top cap steel bar binding clamping fixture as claimed in claim 1, it is characterized in that: described vertical rod (5) is comprised of No. 14 channel-section steels, and it and lower longeron (1) are welded into an integral body.
3. removable pier shaft top cap steel bar binding clamping fixture as claimed in claim 1, it is characterized in that: described lower transverse beam (4) is comprised of No. 14 channel-section steels, is positioned over lower longeron (1) top, and welds with lower longeron (1).
4. removable pier shaft top cap steel bar binding clamping fixture as claimed in claim 1, it is characterized in that: described middle cross beam (6) is comprised of No. 14 channel-section steels, and welds with every vertical rod (5).
5. removable pier shaft top cap steel bar binding clamping fixture as claimed in claim 1, it is characterized in that: described upper longeron (2) is comprised of No. 14 channel-section steels, and welds with whole vertical rods (5).
6. removable pier shaft top cap steel bar binding clamping fixture as claimed in claim 1, it is characterized in that: described top rail (12) is comprised of No. 14 channel-section steels, in two ends and vertical rod (5) welding.
7. removable pier shaft top cap steel bar binding clamping fixture as claimed in claim 1, it is characterized in that: described vertical connecting reinforcement (8) is comprised of the 22mm screw-thread steel, with vertical rod (5), is connected to form integral body.
8. removable pier shaft top cap steel bar binding clamping fixture as claimed in claim 1, it is characterized in that: described bridging (7) is comprised of the 22mm screw-thread steel, and vertical rod (5) is connected into to integral body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203457787U CN203334188U (en) | 2013-06-17 | 2013-06-17 | Movable top cap steel bar binding mould for pier shaft |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203457787U CN203334188U (en) | 2013-06-17 | 2013-06-17 | Movable top cap steel bar binding mould for pier shaft |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203334188U true CN203334188U (en) | 2013-12-11 |
Family
ID=49702869
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013203457787U Expired - Fee Related CN203334188U (en) | 2013-06-17 | 2013-06-17 | Movable top cap steel bar binding mould for pier shaft |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203334188U (en) |
-
2013
- 2013-06-17 CN CN2013203457787U patent/CN203334188U/en not_active Expired - Fee Related
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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 |
Granted publication date: 20131211 Termination date: 20180617 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |