CN208293567U - A kind of detachable hangs muscle system for borehole filling pile cage of reinforcement - Google Patents
A kind of detachable hangs muscle system for borehole filling pile cage of reinforcement Download PDFInfo
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- CN208293567U CN208293567U CN201820830885.1U CN201820830885U CN208293567U CN 208293567 U CN208293567 U CN 208293567U CN 201820830885 U CN201820830885 U CN 201820830885U CN 208293567 U CN208293567 U CN 208293567U
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- hangs muscle
- lifting
- reinforcement
- steel
- pin shaft
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Abstract
The utility model discloses a kind of detachable hangs muscle systems for borehole filling pile cage of reinforcement, hanging apparatus including at least two groups hangs muscle and for lifting by crane two groups of hangs muscles, the top of hangs muscle is equipped with the hook that can be hung on steel pile casting, bottom is equipped with bolt component, bolt component includes pin shaft and two lock tongues, and two lock tongues are fixed on hangs muscle bottom in parallel up and down, and lock tongue tilts down, lock tongue is equipped with the pin shaft hole passed through for pin shaft, and hook is equipped with lifting lug or lifting hole(eyelet) for connecting with hanging apparatus.All components of the utility model hangs muscle after concreting can whole disassembly & recyclings recycle, each component can be replaced and be reused, and structure is simple, and easy for installation, construction efficiency is high, construction cost is low, have preferable economic benefit.
Description
Technical field
The utility model relates to borehole filling pile cage of reinforcement hanging devices, are related to a kind of for borehole filling pile cage of reinforcement
Detachable hangs muscle system.
Background technique
Borehole filling pile cage of reinforcement hangs muscle mostly uses the reinforcing bar (can bear pile body steel reinforcement cage weight) of 2 to 4 regular lengths
It is welded with steel reinforcement cage main reinforcement, is fixed on casing mouth, cuts off bore portions reinforcing bar after the completion of pile foundation filling concrete.Therefore, with
The increase of excavation of foundation pit depth, required hangs muscle length is also bigger, and caused waste is also more.
Utility model content
The technical problems to be solved in the utility model is to overcome the deficiencies of the prior art and provide that a kind of structure is simple, installation
Convenient disassembly, the detachable hangs muscle system for borehole filling pile cage of reinforcement installation reusable, at low cost.
In order to solve the above technical problems, the utility model uses following technical scheme:
A kind of detachable hangs muscle system for borehole filling pile cage of reinforcement, including at least two groups hangs muscle and for lift by crane two
The hanging apparatus of group hangs muscle, the top of the hangs muscle are equipped with the hook that can be hung on protective cylinder of steel reinforcement cage, and bottom is equipped with bolt component,
The bolt component includes pin shaft and two lock tongues, and two lock tongues are fixed on hangs muscle bottom in parallel up and down, and lock tongue tilts down,
The lock tongue is equipped with the pin shaft hole passed through for pin shaft, and the hook is equipped with the lifting lug for connecting with hanging apparatus or hangs
Hole.
As a further improvement of the above technical scheme:
The hangs muscle is made of two screw-thread steels, and two screw-thread steel head and the tail overlap, and overlap passes through multiple U-shaped buckles
Locking.
The U-shaped buckle includes U-shaped round steel, steel plate and nut, and two screw-thread steels are arranged in the U-lag of U-shaped round steel
Interior, the U-shaped round steel both ends are equipped with screw thread, and the steel plate is arranged in the U-shaped round steel both ends, and compresses two spiral shells by nut
Line steel.
The hanging apparatus includes lifting shoulder pole and lifting wirerope, and the lifting shoulder pole is by square steel pipe framework and sets
It supports and constitutes in the diagonal reinforcement of square steel pipe framework, the lifting wirerope passes through rope card and the four of square steel pipe framework
Angle connection.
The lifting shoulder pole is equipped at least two supporting legs, and the quantity of the supporting leg is corresponding with the quantity of hangs muscle or pin shaft, institute
Supporting leg is stated equipped with lifting lug, the pin shaft is connect by lifting rope with supporting leg.
The bottom of the hangs muscle is equipped with positioning protection board, and the positioning protection board is opposite with the direction of lock tongue.
The positioning protection board is welded in hangs muscle.
The hook and lock tongue are welded in hangs muscle.
Compared with the prior art, the advantages of the utility model are:
The detachable hangs muscle system for borehole filling pile cage of reinforcement of the utility model, all components of hangs muscle are in coagulation
Soil pour after can whole disassembly & recyclings recycle, each component can be replaced and be reused, and structure is simple, easy for installation, construction
It is high-efficient and material can be saved, construction cost is reduced, there is preferable economic benefit.
Further, hangs muscle is made of two screw-thread steels, and two screw-thread steel head and the tail overlap, and overlap passes through multiple U
Type snap lock unclamps each U-shaped buckle, and the overlap length of two screw-thread steels is adjustable to be connect, and the entire length of hangs muscle can pass through
It adjusts overlap length suitably to be adjusted, accurately controls steel reinforcement cage Installation Elevation and plan-position.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the detachable hangs muscle system of the utility model.
Fig. 2 is the structural schematic diagram of hangs muscle in the utility model.
Fig. 3 is the A of Fig. 2 to schematic diagram.
Fig. 4 is the structural schematic diagram of U-shaped buckle in the utility model.
Fig. 5 is the structural schematic diagram that shoulder pole is lifted in the utility model.
Each label indicates in figure:
1, hangs muscle；11, screw-thread steel；2, hanging apparatus；21, shoulder pole is lifted；211, square steel pipe framework；212, reinforce branch
Support；213, supporting leg；214, lifting lug；22, wirerope is lifted；221, rope card；23, lifting rope；3, steel pile casting；4, it links up with；41, lifting hole(eyelet)；
5, bolt component；51, pin shaft；52, lock tongue；521, pin shaft hole；6, U-shaped buckle；61, U-shaped round steel；62, steel plate；63, nut；7,
Position protection board；8, steel reinforcement cage；81, interior hoop of putting more energy into.
Specific embodiment
The utility model is described in further detail below in conjunction with Figure of description and specific embodiment.
As shown in Figures 1 to 5, the detachable hangs muscle system for borehole filling pile cage of reinforcement of the present embodiment, including extremely
Few two groups of hangs muscles 1 and the hanging apparatus 2 for lifting by crane two groups of hangs muscles 1, the top of hangs muscle 1 are equipped with the extension that can be hung on steel pile casting 3
Hook 4, bottom are equipped with bolt component 5, and bolt component 5 includes pin shaft 51 and two lock tongues 52, and two about 52 lock tongues are fixed in parallel
In 1 bottom of hangs muscle, and lock tongue 52 tilts down, and lock tongue 52 is equipped with the pin shaft hole 521 passed through for pin shaft 51, sets on hook 4
There is the lifting hole(eyelet) 41 for connecting with hanging apparatus 2.The group number of hangs muscle 1 selects according to actual needs, can be two groups, four groups, one
As be four groups, the lifting hole(eyelet) 41 in hangs muscle 1 can also change lifting lug into.
Fixed form between hangs muscle 1 and steel reinforcement cage 8 is connected using bolt component 5, and specifically, two tilt down lock tongue
It puts more energy on hoop 81 in 52 insertion steel reinforcement cages 8, pin shaft 51 is inserted into pin shaft hole 521, hangs muscle 1 and interior hoop 81 of putting more energy into is connected and fixed,
Hangs muscle 1, two forms parallelogram sturcutre between lock tongue 52 and pin shaft 51 4, and during hangs muscle 1 is lifted by crane, pin shaft 51 is held
By interior 81 pulling force effects of hoop of putting more energy into, so as to sling steel reinforcement cage 8.After hangs muscle 1 is connect with steel reinforcement cage 8, using hanging apparatus 2
Hangs muscle 1 and steel reinforcement cage 8 are hung in hole, the upper end of hangs muscle 1 is hung on steel pile casting 3 by hook 4, and steel reinforcement cage 8 is fixed on shield
Nozzle pulls out the unlock of pin shaft 51 after the completion of pile foundation concreting, after pull out hangs muscle 1, the recycling of hangs muscle 1 is realized, to substitute
Traditional hangs muscle.Why two lock tongues 52 tilt down, when the purpose is to dismantle, if putting more energy into being smoothly detached from binds round 81(
When two lock tongues 52 are horizontal, when disassembly, may hang out together interior hoop 81 of putting more energy into).
The detachable hangs muscle system of the utility model, all components of hangs muscle 1 can be dismantled back all after concreting
It receives and recycles, each component can be replaced and be reused, and structure is simple, and easy for installation, construction efficiency is high can to save material again, be dropped
Low construction cost has preferable economic benefit.
In the present embodiment, hangs muscle 1 is made of two screw-thread steels 11, and two screw-thread steels 11 overlap from beginning to end, and overlap is logical
Cross the locking of U-shaped buckle 6.Each U-shaped buckle 6 is unclamped, the overlap length of two screw-thread steels 11 is adjustable to be connect, and the entirety of hangs muscle 1 is long
Degree can be adjusted suitably as needed, accurately control 8 Installation Elevation of steel reinforcement cage and plan-position.11 specification of screw-thread steel is straight
Diameter 28 or 32.The quantity of U-shaped buckle 6, selects according to the actual situation, and the present embodiment is set as three, and (U-shaped buckle 6 is before use
Overlap joint sample tensile test need to be carried out, to verify the quality of U-shaped buckle 6 and its destroy pulling force).
In the present embodiment, U-shaped buckle 6 includes U-shaped round steel 61, steel plate 62 and nut 63, and two screw-thread steels 11 are arranged in U-shaped
In the U-lag of round steel 61, U-shaped 61 both ends of round steel are equipped with screw thread, and steel plate 62 is arranged in U-shaped 61 both ends of round steel, and nut 63 is placed on U-shaped
61 end of round steel, screw-threaded coupling make steel plate 62 compress two screw-thread steels 11.The specification of U-shaped round steel 61 is Φ 12, and steel plate 62 is thick
5mm, 63 specification of nut are M12.
In the present embodiment, hanging apparatus 2 includes lifting shoulder pole 21 and lifting wirerope 22, lifts shoulder pole 21 by square steel
Tube frame 211 and reinforcement support 212 composition diagonal set on square steel pipe framework 211, lifting wirerope 22 pass through rope card 221
It is connect with the quadrangle of square steel pipe framework 211, lifting 22 lower end of wirerope is connect with the lifting hole(eyelet) 41 in hangs muscle 1.Lift shoulder pole
21 itself then pass through another lifting wirerope 22 connect with crane (suspension hook).
In the present embodiment, lifting shoulder pole 21 is equipped with four supporting legs 213, and the quantity of supporting leg 213 is corresponding with the quantity of pin shaft 51,
Supporting leg 213 is equipped with lifting lug 214, and pin shaft 51 is connect by lifting rope 23 with supporting leg 213, pulls out pin shaft 51 by lifting shoulder pole 21
Out.Lifting lug 214 can also change lifting hole(eyelet) into.
In the present embodiment, the bottom of hangs muscle 1 is equipped with positioning protection board 7, and positioning protection board 7 is opposite with the direction of lock tongue 52.
The purpose that positioning protection board 7 is arranged is to carry out plane positioning to the steel reinforcement cage 8 being hung in hole, prevents steel reinforcement cage 8 from deviating.
In the present embodiment, positioning protection board 7, lock tongue 52 are welded on the screw-thread steel 11 of lower section.Hook 4 is welded in top
Screw-thread steel 11 on.
Working principle:
1) according to stake top absolute altitude, 8 anchorage length of steel reinforcement cage, (the hangs muscle system is fixed on the interior of 8 top of steel reinforcement cage first
Put more energy on hoop 81), steel pile casting 3 top mark high (or elevation of fixed point needed for hangs muscle 1) calculate the length of required hangs muscle 1, unclamp U
Type buckle 6, adjusts the relative position of two screw-thread steels 11, it is ensured that 1 length of hangs muscle fixes U-shaped buckle 6 after meeting design requirement, leads to
Bolt component 5 is crossed, hangs muscle 1 and steel reinforcement cage 8 are locked；
2) epimerite steel reinforcement cage 8 is hung to aperture, with 60 round steel of Φ or the shoulder pole (figure of other 8 weight of energy spacer bar cage
In be not shown) penetrate steel reinforcement cage 8, by putting more energy into the top of steel reinforcement cage 8, steel reinforcement cage 8 is fixed on aperture by hoop 81；Then, crane is used
Hangs muscle 1 is hung as 8 top of steel reinforcement cage by lifting shoulder pole 21,81 flush positions are bound round with interior put more energy into, by 1 bottom lock tongue of hangs muscle
52, which are caught in interior put more energy into, binds round in 81, and plugs pin shaft 51 for hangs muscle 1 and 8 locked and fixed of steel reinforcement cage；In next step, it lifts by crane and removes aperture
Steel reinforcement cage 8 is slowly put into hole by the shoulder pole of spacer bar cage 8, is fixed on casing mouth by hook 4 at the top of hangs muscle 1, release is unloaded
Button is completed steel reinforcement cage 8 and is lifted；
3) after the completion of concreting, first lift by crane lifting shoulder pole 21 with crane and pull out the pin shaft 51 of fixed lock tongue 52, after again
Hangs muscle 1 is pulled out in lifting.Hangs muscle 1 pulls out the concrete adhered on the screw thread and U-shaped buckle 6 that wash with water screw-thread steel 11 in time afterwards,
Facilitate adjust 1 length of hangs muscle next time.Herein according to lifting requirements: when crane lifting lifting shoulder pole 21, pin shaft 51 is first sling, hangs muscle
It is sling after 1, the length of lifting wirerope 22 is greater than the length of lifting rope 23, it is ensured that can once hang pin shaft 51 and hangs muscle 1 simultaneously
Out.
Although the utility model has been disclosed with preferred embodiment as above, it is not intended to limit the utility model.It is any
Those skilled in the art, in the case where not departing from technical solutions of the utility model range, all using the disclosure above
Technology contents many possible changes and modifications are made to technical solutions of the utility model, or be revised as the equivalent of equivalent variations
Embodiment.Therefore, all contents without departing from technical solutions of the utility model, according to the utility model technical spirit to the above reality
Any simple modifications, equivalents, and modifications that example is done are applied, should all be fallen in the range of technical solutions of the utility model protection.
Claims (8)
1. a kind of detachable hangs muscle system for borehole filling pile cage of reinforcement, it is characterised in that: including at least two groups hangs muscle (1)
With the hanging apparatus (2) for lifting by crane two groups of hangs muscles (1), the top of the hangs muscle (1) is equipped with the steel shield that can be hung on steel reinforcement cage (8)
Hook (4) on cylinder (3), bottom are equipped with bolt component (5), and the bolt component (5) includes pin shaft (51) and two lock tongues
(52), two lock tongues (52) are fixed on hangs muscle (1) bottom in parallel up and down, and lock tongue (52) tilts down, on the lock tongue (52)
Equipped with the pin shaft hole (521) passed through for pin shaft (51), the hook (4) is equipped with for hanging with what hanging apparatus (2) was connect
Ear or lifting hole(eyelet) (41).
2. the detachable hangs muscle system according to claim 1 for borehole filling pile cage of reinforcement, it is characterised in that: described
Hangs muscle (1) is made of two screw-thread steels (11), and two screw-thread steel (11) head and the tail overlap, and overlap passes through multiple U-shaped buckles
(6) it locks.
3. the detachable hangs muscle system according to claim 2 for borehole filling pile cage of reinforcement, it is characterised in that: described
U-shaped buckle (6) includes U-shaped round steel (61), steel plate (62) and nut (63), and two screw-thread steels (11) are arranged in U-shaped round steel
(61) in U-lag, U-shaped round steel (61) both ends are equipped with screw thread, and the steel plate (62) is arranged in the U-shaped round steel (61) two
End, and two screw-thread steels (11) are compressed by nut (63).
4. special according to claim 1 to the detachable hangs muscle system for being used for borehole filling pile cage of reinforcement described in 3 any one
Sign is: the hanging apparatus (2) includes lifting shoulder pole (21) and lifting wirerope (22), and the lifting shoulder pole (21) is by four directions
Shape steel pipe framework (211) and reinforcement support (212) composition diagonal set on square steel pipe framework (211), the lifting steel wire
Rope (22) is connect by rope card (221) with the quadrangle of square steel pipe framework (211).
5. the detachable hangs muscle system according to claim 4 for borehole filling pile cage of reinforcement, it is characterised in that: described
It lifts shoulder pole (21) and is equipped at least two supporting legs (213), the quantity and the number of pin shaft (51) or hangs muscle (1) of the supporting leg (213)
Amount corresponds to, and the supporting leg (213) is equipped with lifting lug (214), and the pin shaft (51) is connect by lifting rope (23) with supporting leg (213).
6. special according to claim 1 to the detachable hangs muscle system for being used for borehole filling pile cage of reinforcement described in 3 any one
Sign is: the bottom of the hangs muscle (1) is equipped with positioning protection board (7), positioning protection board (7) and the lock tongue (52) towards phase
Instead.
7. the detachable hangs muscle system according to claim 6 for borehole filling pile cage of reinforcement, it is characterised in that: described
Positioning protection board (7) is welded on hangs muscle (1).
8. special according to claim 1 to the detachable hangs muscle system for being used for borehole filling pile cage of reinforcement described in 3 any one
Sign is: the hook (4) and lock tongue (52) are welded on hangs muscle (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820830885.1U CN208293567U (en) | 2018-05-31 | 2018-05-31 | A kind of detachable hangs muscle system for borehole filling pile cage of reinforcement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820830885.1U CN208293567U (en) | 2018-05-31 | 2018-05-31 | A kind of detachable hangs muscle system for borehole filling pile cage of reinforcement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208293567U true CN208293567U (en) | 2018-12-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820830885.1U Active CN208293567U (en) | 2018-05-31 | 2018-05-31 | A kind of detachable hangs muscle system for borehole filling pile cage of reinforcement |
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| CN (1) | CN208293567U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080236A (en) * | 2019-05-10 | 2019-08-02 | 西南石油大学 | A kind of lowering device for reinforcing cage of recyclable hangs muscle |
| CN110371842A (en) * | 2019-08-14 | 2019-10-25 | 宁夏路桥工程股份有限公司 | A kind of reusable pile foundation steel bar cage hangs muscle device |
| CN113186907A (en) * | 2021-04-22 | 2021-07-30 | 武汉武建机械施工有限公司 | Device for controlling floating of cast-in-place pile reinforcement cage and top elevation and construction method thereof |
| CN113216194A (en) * | 2021-05-06 | 2021-08-06 | 杭州科技职业技术学院 | Steel reinforcement cage hoisting method |
| CN113336081A (en) * | 2021-04-23 | 2021-09-03 | 中交一公局集团有限公司 | Steel reinforcement cage hangs muscle |
| CN114014145A (en) * | 2021-11-11 | 2022-02-08 | 中建八局西南建设工程有限公司 | Recyclable steel reinforcement cage hoisting device and hoisting method |
-
2018
- 2018-05-31 CN CN201820830885.1U patent/CN208293567U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080236A (en) * | 2019-05-10 | 2019-08-02 | 西南石油大学 | A kind of lowering device for reinforcing cage of recyclable hangs muscle |
| CN110371842A (en) * | 2019-08-14 | 2019-10-25 | 宁夏路桥工程股份有限公司 | A kind of reusable pile foundation steel bar cage hangs muscle device |
| CN110371842B (en) * | 2019-08-14 | 2024-04-30 | 宁夏公路桥梁建设有限公司 | Reusable pile foundation reinforcement cage hanging bar device |
| CN113186907A (en) * | 2021-04-22 | 2021-07-30 | 武汉武建机械施工有限公司 | Device for controlling floating of cast-in-place pile reinforcement cage and top elevation and construction method thereof |
| CN113336081A (en) * | 2021-04-23 | 2021-09-03 | 中交一公局集团有限公司 | Steel reinforcement cage hangs muscle |
| CN113216194A (en) * | 2021-05-06 | 2021-08-06 | 杭州科技职业技术学院 | Steel reinforcement cage hoisting method |
| CN113216194B (en) * | 2021-05-06 | 2022-11-04 | 杭州科技职业技术学院 | Steel reinforcement cage hoisting method |
| CN114014145A (en) * | 2021-11-11 | 2022-02-08 | 中建八局西南建设工程有限公司 | Recyclable steel reinforcement cage hoisting device and hoisting method |
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