CN209227532U - Borehole filling pile cage of reinforcement lifts locating system - Google Patents
Borehole filling pile cage of reinforcement lifts locating system Download PDFInfo
- Publication number
- CN209227532U CN209227532U CN201821644420.3U CN201821644420U CN209227532U CN 209227532 U CN209227532 U CN 209227532U CN 201821644420 U CN201821644420 U CN 201821644420U CN 209227532 U CN209227532 U CN 209227532U
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- reinforcement
- plate
- cage
- ring flat
- filling pile
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Abstract
The utility model relates to a kind of borehole filling pile cage of reinforcement to lift locating system, it is characterised in that system is made of fagging, rotation strut and fixed strut in inside ring flat-plate, outside ring flat-plate, horizontal fastening bolts, positioning upright bar, steel reinforcement cage;Setting press shaft between fixed strut and rotation strut;Reinforcing bar embedded groove is respectively provided on fagging in interior side ring plate, outside ring flat-plate and steel reinforcement cage;The reinforcing bar of inside ring flat-plate and outside ring flat-plate insertion groove location is oppositely arranged;The upward uniform intervals in bottom end of the fixed self-positioning upright bar of strut are laid, and horizontal fastening bolts are set to the upper end of positioning upright bar.The utility model can reduce the difficulty of reinforcing bar cage hoisting and spreading construction.
Description
Technical field
The utility model relates to bored pile construction device, in particular to a kind of convenient drilling of reinforcing bar cage hoisting positioning
Filling pile cage of reinforcement lifts locating system, belongs to geotechnical engineering field, is suitable for bored pile construction engineering.
Background technique
Cast-in-situ bored pile has many advantages, such as bearing capacity height, reliable construction quality, is widely used to architectural engineering at present
In science of bridge building.But in many construction links of bored concrete pile during the fast hoisting of filling pile cage of reinforcement, not yet effectively
Guarantee reinforcement cage structure globality, and cannot be effectively reduced reinforcing bar cage hoisting construction difficulty.
In consideration of it, urgently inventing one at present for filling pile cage of reinforcement hoisting difficulty is effectively reduced, improves site operation efficiency
Kind can not only reduce reinforcing bar cage hoisting difficulty of construction, and the borehole filling pile cage of reinforcement of the quick spreading of steel reinforcement cage may be implemented
Lift locating system.
Utility model content
Reinforcing bar cage hoisting difficulty of construction can be not only reduced the purpose of this utility model is to provide a kind of, and can be real
The borehole filling pile cage of reinforcement of the existing quick spreading of steel reinforcement cage lifts locating system.
To realize the above-mentioned technical purpose, the utility model uses following technical scheme:
A kind of borehole filling pile cage of reinforcement lifting locating system, it is characterised in that the borehole filling pile cage of reinforcement lifting is fixed
Position system is by fagging, rotation strut and rigid staybolt in inside ring flat-plate, outside ring flat-plate, horizontal fastening bolts, positioning upright bar, steel reinforcement cage
Bar composition;Setting press shaft between fixed strut and rotation strut;In interior side ring plate, outside ring flat-plate and steel reinforcement cage on fagging
It is respectively provided with reinforcing bar embedded groove;The reinforcing bar of inside ring flat-plate and outside ring flat-plate insertion groove location is oppositely arranged;Fixed strut is self-positioning vertical
The upward uniform intervals in the bottom end of bar are laid, and horizontal fastening bolts are set to the upper end of positioning upright bar.
Further, the inside of borehole filling pile cage of reinforcement lifting locating system insertion filling pile cage of reinforcement, pushes positioning
Upright bar makes the longitudinal reinforcement of fagging top press poured piles steel reinforcement cage in steel reinforcement cage, by horizontal fastening bolts by inside ring flat-plate and outside
Ring flat-plate clamps the longitudinal reinforcement of filling pile cage of reinforcement jointly.
Reinforcing bar embedded groove cross section is arc-shaped, diameter 5~10mm big compared with the longitudinal direction of filling pile cage of reinforcement.
The utility model has the characteristics that following and beneficial effect
(1) the steel reinforcement cage hanger of the utility model design is easy to connect with filling pile cage of reinforcement, can effectively reduce steel reinforcement cage
The difficulty of lifting construction.
(2) the utility model can promote radial rigidity when filling pile cage of reinforcement lifts, and save the use of triangle inner support reinforcing bar
Amount.
Detailed description of the invention
Fig. 1 is ring flat-plate and outside ring flat-plate position sectional schematic diagram on the inside of the utility model reinforcing bar cage hoisting frame;
Fig. 2 is fagging position sectional schematic diagram in the utility model reinforcing bar cage hoisting frame steel reinforcement cage.
In figure: 1- filling pile cage of reinforcement;2- positions upright bar;Fagging in 3- steel reinforcement cage;4- longitudinal reinforcement;5- laterally fastens spiral shell
Bolt;Ring flat-plate on the inside of 6-;Ring flat-plate on the outside of 7-;8- rotates strut;9- fixes strut;10- presses shaft;11- reinforcing bar embedded groove.
Specific embodiment
Steel reinforcement cage spreader design and construction technical requirement, the production of assembled supporting body and installation Technology require, take slag
Cylinder production and construction technical requirement, mix Design and pouring construction technical requirements etc., it is no longer superfluous in present embodiment
It states, emphasis illustrates that the utility model relates to the embodiments of system.
Fig. 1 is ring flat-plate and outside ring flat-plate position sectional schematic diagram on the inside of the utility model reinforcing bar cage hoisting frame, and Fig. 2 is this reality
With fagging position sectional schematic diagram in new reinforcing steel bar cage mast-up steel reinforcement cage.
Referring to Fig.1~reinforcing bar cage hoisting locating system shown in Fig. 2 is by inside ring flat-plate 6, outside ring flat-plate 7, laterally fastening spiral shell
Bolt 5, positioning upright bar 2, fagging 3, rotation strut 8 and fixed strut 9 form in steel reinforcement cage;Between fixed strut 9 and rotation strut 8
Setting press shaft 10;Reinforcing bar embedded groove 11 is respectively provided on fagging 3 in interior side ring plate 6, outside ring flat-plate 7 and steel reinforcement cage;Inside
11 position of reinforcing bar embedded groove of ring flat-plate 6 and outside ring flat-plate 7 is oppositely arranged;The bottom end of the fixed self-positioning upright bar 2 of strut 9 is uniform upwards
Interval is laid, and horizontal fastening bolts 5 are set to the upper end of positioning upright bar 2.The borehole filling pile cage of reinforcement lifts locating system,
It is characterized by: it is vertical first to be pushed positioning for the inside of borehole filling pile cage of reinforcement lifting locating system insertion filling pile cage of reinforcement 1
Bar 2 makes the longitudinal reinforcement 4 of 3 top press poured piles steel reinforcement cage 1 of fagging in steel reinforcement cage, then passes through horizontal fastening bolts 5 for inside ring flat-plate
6 and outside ring flat-plate 7 jointly clamp filling pile cage of reinforcement 1 longitudinal reinforcement 4.
1 diameter 800mm of filling pile cage of reinforcement.
Positioning upright bar 2, rotation strut 8 and fixed strut 9 are all made of the steel pipe of diameter 100mm;3 degree of fagging etc. in steel reinforcement cage
Grade is Q235, cuts with a thickness of the steel plate of 10mm, is highly 300mm;Inside ring flat-plate 6, outside ring flat-plate 7 are all made of intensity etc.
Grade is Q235, cuts with a thickness of the steel plate of 2mm, is highly 60mm.
3 degree of grades of fagging are Q235, cut with a thickness of the steel plate of 10mm in steel reinforcement cage, are highly 300mm;Interior side ring
Plate 6, outside ring flat-plate 7 are all made of strength grade and are Q235, cut with a thickness of the steel plate of 2mm, are highly 60mm.
Longitudinal reinforcement 4 uses the spiral of diameter 22mm.
Horizontal fastening bolts 5 use the stainless steel bolt of diameter 32mm.
Shaft 10 is pressed using the flexural pivot of diameter 100mm.
Reinforcing bar embedded groove 11 is arc-shaped, a diameter of 50mm.
Claims (3)
1. a kind of borehole filling pile cage of reinforcement lifts locating system, it is characterised in that the borehole filling pile cage of reinforcement lifting positioning
System by inside ring flat-plate (6), outside ring flat-plate (7), horizontal fastening bolts (5), positioning upright bar (2), fagging (3) in steel reinforcement cage, turn
Dynamic strut (8) and fixed strut (9) composition;Setting press shaft (10) between fixed strut (9) and rotation strut (8);Inside
Reinforcing bar embedded groove (11) are respectively provided on fagging (3) in side ring plate (6), outside ring flat-plate (7) and steel reinforcement cage;Inside ring flat-plate (6) and outer
Reinforcing bar embedded groove (11) position of side ring plate (7) is oppositely arranged;The bottom end of fixed strut (9) self-positioning upright bar (2) is uniform upwards
Interval is laid, and horizontal fastening bolts (5) are set to the upper end of positioning upright bar (2).
2. borehole filling pile cage of reinforcement according to claim 1 lifts locating system, it is characterised in that: cast-in-situ bored pile steel
Muscle cage lifts the inside of locating system insertion filling pile cage of reinforcement (1), and pushing positioning upright bar (2) pushes up fagging in steel reinforcement cage (3)
The longitudinal reinforcement (4) for pressing filling pile cage of reinforcement (1), by horizontal fastening bolts (5) by inside ring flat-plate (6) and outside ring flat-plate (7)
The common longitudinal reinforcement (4) for clamping filling pile cage of reinforcement (1).
3. borehole filling pile cage of reinforcement according to claim 1 lifts locating system, it is characterised in that the reinforcing bar insertion
Slot (11) cross section is arc-shaped, longitudinal direction big 5~10mm of the diameter compared with filling pile cage of reinforcement (1).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201821644420.3U CN209227532U (en) | 2018-10-10 | 2018-10-10 | Borehole filling pile cage of reinforcement lifts locating system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821644420.3U CN209227532U (en) | 2018-10-10 | 2018-10-10 | Borehole filling pile cage of reinforcement lifts locating system |
Publications (1)
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CN209227532U true CN209227532U (en) | 2019-08-09 |
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CN201821644420.3U Active CN209227532U (en) | 2018-10-10 | 2018-10-10 | Borehole filling pile cage of reinforcement lifts locating system |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112431193A (en) * | 2019-08-24 | 2021-03-02 | 无锡交通建设工程集团有限公司 | Pile foundation steel reinforcement cage top centering location frock |
-
2018
- 2018-10-10 CN CN201821644420.3U patent/CN209227532U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112431193A (en) * | 2019-08-24 | 2021-03-02 | 无锡交通建设工程集团有限公司 | Pile foundation steel reinforcement cage top centering location frock |
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