CN112593547B - Pile end exposed steel bar bending prevention device and use method - Google Patents

Pile end exposed steel bar bending prevention device and use method Download PDF

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Publication number
CN112593547B
CN112593547B CN202011602567.8A CN202011602567A CN112593547B CN 112593547 B CN112593547 B CN 112593547B CN 202011602567 A CN202011602567 A CN 202011602567A CN 112593547 B CN112593547 B CN 112593547B
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pile
steel bar
segment
ring
control
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CN112593547A (en
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冯忠居
尹继兴
刘星越
宋振宇
关云辉
孟莹莹
白少奋
代玉婷
全超文
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Changan University
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Changan University
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/10Deep foundations
    • E02D27/12Pile foundations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/24Prefabricated piles
    • E02D5/30Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

The invention discloses a pile end exposed steel bar bending prevention device and a using method thereof, wherein the device comprises a main shaft control device and a plurality of segment control devices; the spindle control device is arranged in the center of the surrounded segment control devices and is used for fixedly supporting the plurality of segment control devices; surround through a plurality of segmental control device, cooperate with the stake, can make the device adapt to the stake of different diameters through the application of being connected of a plurality of segments, increased the range of application. The lantern ring is worn through setting up the reinforcing bar on festival section controlling means for fixed reinforcing bar prevents that the reinforcing bar from crooked, has greatly reduced the time of manual handling crooked reinforcing bar in the construction, has improved the construction progress. The portable multifunctional desk is convenient to carry, simple to operate, convenient to use, detachable and free of occupying a large storage space.

Description

Pile end exposed steel bar bending prevention device and use method
Technical Field
The invention belongs to the technical field of pile foundations, and particularly belongs to a pile end exposed steel bar bending prevention device and a using method thereof.
Background
The pile foundation is a common deep foundation form, which consists of a foundation pile and a bearing platform connected to the top of the pile. If the pile body is completely buried in the soil and the bottom surface of the pile cap is in contact with the soil body, the pile body is called a low pile cap pile foundation, and if the upper part of the pile body is exposed out of the ground and the bottom of the pile cap is positioned above the ground, the pile body is called a high pile cap pile foundation. Building pile foundations are typically low-cap pile foundations, while high-cap pile foundations are commonly used in bridge and pier engineering. The precast pile is prefabricated in various forms in factories or construction sites in advance, and is driven, pressed or vibrated into the soil by pile sinking equipment or sunk into the soil by high-pressure water jet. Depending on the method of sinking into the earth, driven piles (hammer driven piles), water jet driven piles, vibration driven piles, static pressed piles and the like can be used. The cast-in-place pile is formed by mechanically or manually forming a hole in a pile position on a construction site, placing a steel reinforcement framework in the hole and then pouring concrete into the hole. According to different hole-forming methods, the method is divided into hole digging, drilling and punching cast-in-place piles, sleeve pipe hole-forming cast-in-place piles (immersed tube cast-in-place piles), explosion-expanded hole-forming cast-in-place piles and the like. No matter adopt precast pile or bored concrete pile, can reserve one section reinforcing bar at pile bolck position for later stage and the connection of cushion cap or extension steel reinforcement cage increase pile length, but generally by the pile shaping to construction process on next step, there is certain time interval in the middle of, in this period, the reinforcing bar will receive external various influences, the bending of different degrees, deformation etc. appear, it is more troublesome to handle in the later stage construction, not only extravagant manpower but also influence the time limit for a project. Pile end exposed reinforcing steel bar bending prevention
Disclosure of Invention
In order to solve the problems in the prior art, the invention provides the pile end exposed steel bar bending prevention device and the use method thereof, which are convenient to carry, simple to operate, convenient to use, detachable and free of occupying a large storage space, can be used for both precast piles and cast-in-place piles, prevent the steel bars from being bent, greatly reduce the time for manually processing the bent steel bars in construction and improve the construction progress.
In order to achieve the purpose, the invention provides the following technical scheme:
a pile end exposed steel bar bending prevention device comprises a main shaft control device and a plurality of segment control devices; the spindle control device is arranged in the center of the surrounded segment control devices and is used for fixedly supporting the plurality of segment control devices;
the main shaft control device comprises a control box, a hydraulic hose, an adjusting device and a bottom supporting device; the control box is circumferentially provided with a plurality of adjusting devices, the control box is connected with the adjusting devices through hydraulic hoses, and the bottom of the control box is provided with a bottom supporting device;
the segment control device comprises an upper segment and a lower segment; the upper section and the lower section are connected through a telescopic control rod;
single connecting rings are arranged at one ends of the upper section and the lower section, and double connecting rings are arranged at the other ends of the upper section and the lower section; the adjacent single connecting ring and the double connecting ring are fixedly connected through a pin shaft in a splicing fit manner;
the inner side of the upper section is provided with a connecting bolt which is connected with the adjusting device;
the bottom of the lower section is provided with a pile position fixer for fixing the pile;
all be provided with logical groove on upper portion festival section and the lower part festival section, lead to inside the groove and be provided with a plurality of reinforcing bar and wear the lantern ring, the reinforcing bar is worn to be provided with the reinforcing bar fixer on the lantern ring for the fixed muscle of indulging.
Preferably, the pile position fixer comprises a regulator, a fixed connecting plate and a controller; the controller is arranged at the bottom of the lower section, the regulator is arranged on the outer side wall of the lower section, and the fixed connecting plate is hinged to the end of the regulator.
Preferably, the steel bar fixer comprises a pull ring, a strong spring and an internal steel bar top shaft;
the reinforcing bar is provided with the through-hole on wearing the lantern ring, and the through-hole is passed to the one end of inside reinforcing bar apical axis, sets up powerful spring on the other end of inside reinforcing bar apical axis, and powerful spring's tip is provided with the pull ring.
Preferably, the control box is provided with a handle and a control button.
Preferably, the telescopic control rods comprise a first telescopic control rod, a second telescopic control rod and a third telescopic control rod; the first and second telescopic control rods are provided at one side of the single connection rings of the upper and lower sections, and the third telescopic control rod is provided at one side of the double connection rings of the upper and lower sections.
Preferably, the device further comprises a first interface of the fixing ring and a second interface of the fixing ring; the first interface of the fixing ring is arranged at one end of the upper section, the second interface of the fixing ring is arranged at the other end of the upper section, and when the first interface of the fixing ring and the second interface of the fixing ring of the adjacent upper section are connected.
A method for using a pile-end exposed reinforcing steel bar bending prevention device based on any one of the above items comprises the following steps,
selecting a plurality of segment control devices according to the diameter and the perimeter of the pile to surround, and performing interactive connection through a single connecting ring and a double connecting ring on the segment control devices to be matched with the diameter of the pile;
step two, the longitudinal bars penetrate through the reinforcing steel bar penetrating ring to be fixed by moving the reinforcing steel bar penetrating ring in the segment control device; controlling the telescopic control rod to stretch, adjusting the height between the upper section and the lower section to ensure that the height of the section control device is equal to the height of the longitudinal bar, and fixing the longitudinal bar through a reinforcing bar fixer;
fixing pile position fixing devices at the bottom of the segment control device on the periphery of the top of the pile;
and step four, connecting the adjusting device with the connecting bolt, connecting the main shaft control device with the segment control device, adjusting the bottom supporting device, and fixedly supporting the longitudinal ribs on the whole pile.
Preferably, when the longitudinal rib is bent, the bottom supporting device is controlled to be lifted, and the longitudinal rib is straightened.
Compared with the prior art, the invention has the following beneficial technical effects:
the invention provides a pile end exposed steel bar bending prevention device, which is surrounded by a plurality of segment control devices and matched with a pile, can adapt to piles of different diameters by connecting and applying a plurality of segments, can fix steel bars of various diameters, has wide application range, is not limited to a pile type of a certain diameter and a steel bar of a certain diameter, and increases the application range. The lantern ring is worn through setting up the reinforcing bar on festival section controlling means for fixed reinforcing bar prevents that the reinforcing bar from crooked, has greatly reduced the time of manual handling crooked reinforcing bar in the construction, has improved the construction progress. The main shaft control device not only provides supporting force, but also can be lifted through the bottom supporting device, so that the bent steel bar can be straightened; meanwhile, the method is not limited to use places and can be used for precast piles or cast-in-place piles.
Furthermore, through setting up first flexible control lever, the flexible control lever of second and third, stability when improving to stretch out and draw back between upper portion festival section and the lower part festival section.
Drawings
Fig. 1 is an overall schematic view of a pile-end exposed reinforcement bending prevention device according to an embodiment of the present invention;
FIG. 2 is a structural diagram of a spindle control apparatus according to an embodiment of the present invention;
FIG. 3 is a block diagram of a type A segment control device according to an embodiment of the present invention;
FIG. 4 is a top view of a type A segment control device according to an embodiment of the present invention;
FIG. 5 is a block diagram of a type A segment control device according to an embodiment of the present invention;
FIG. 6 is a top view of a type B segment control device according to an embodiment of the present invention;
FIG. 7 is a view showing the internal configuration of a segment control apparatus according to the embodiment of the present invention;
FIG. 8 is a view showing the lower structure of a segment control apparatus according to an embodiment of the present invention;
FIG. 9 is a lower pile position fixing structure of the segment control device according to the embodiment of the present invention;
FIG. 10 is a view showing a structure of fixing reinforcing bars in the segment control apparatus according to the embodiment of the present invention;
FIG. 11 is a schematic view of the device of the present invention;
in the drawings: 1 is a main shaft control device; 1-1 is a handle; 1-2 is a control button; 1-3 is a control box; 1-4 are hydraulic hoses; 1-5 are regulating devices; 1-6 are bottom supporting devices; 2 is a segment control device; 2-1 is the upper segment; 2-2 is a single connecting ring; 2-3 is a first telescopic control rod; 2-4 is a second telescopic control rod; 2-5 is a first interface of the fixed ring; 2-6 is a second interface of the fixed ring; 2-7 are connecting bolts; 2-8 is a double connecting ring; 2-9 is a third telescopic control rod; 2-10 is a pile position fixer; 2-10-1 is a regulator; 2-10-2 is a fixed connecting plate; 2-10-3 is a controller; 2-11 are lower segments; 2-12 is a steel bar fixer; 2-12-1 is a pull ring; 2-12-2 is a strong spring; 2-12-3 is an internal steel bar top shaft; 2-13 is a steel bar through sleeve ring; 3 is a longitudinal bar; and 4 is a pile.
Detailed Description
The present invention will now be described in further detail with reference to specific examples, which are intended to be illustrative, but not limiting, of the invention.
Examples
As shown in fig. 1 to 11, the pile-end-exposed reinforcement bending prevention device of the present invention includes a main shaft control device 1 and a plurality of segment control devices 2; the pile end exposed steel bar is fixed after the plurality of segment control devices 2 are enclosed, and the main shaft control device 1 is arranged at the center of the enclosed segment control devices 2 and is used for fixing and supporting the plurality of segment control devices 2.
The main shaft control device 1 comprises a handle 1-1, a control button 1-2, a control box 1-3, a hydraulic hose 1-4, an adjusting device 1-5 and a bottom supporting device 1-6.
A plurality of adjusting devices 1-5 are circumferentially arranged on the control box 1-3, the control box 1-3 is connected with the adjusting devices 1-5 through hydraulic hoses 1-4, and bottom supporting devices 1-6 are arranged at the bottom of the control box 1-3; the control box 1-3 is provided with a handle 1-1 and a control button 1-2; through the arrangement of the handle 1-1, the handle 1-1 is connected with the control box 1-3, and the main shaft control device 1 is convenient to carry. The control buttons 1-2 are arranged on the upper part of the control box 1-3, and the two control buttons can control the movement of the adjusting device 1-5 and the bottom supporting device 1-6. The control box 1-3 is a small hydraulic press and controls the movement of the main shaft control device 1. The hydraulic hose 1-4 is connected 1-3-with the control box adjusting device 1-5. The adjusting devices 1-5 are connected with the control boxes 1-3, and are four in total, telescopic, and the tail ends of the adjusting devices are connected with the segment control devices 2. The bottom supporting device 1-6 is arranged at the lower part of the main shaft control device 1 and can stretch out and draw back, and a bottom circular plate can be supported at the pile top, so that the stability of the whole device is improved.
The segment control device 2 comprises an upper segment 2-1, a single connecting ring 2-2, a first telescopic control rod 2-3, a second telescopic control rod 2-4, a fixing ring first interface 2-5, a fixing ring second interface 2-6, a connecting bolt 2-7, a double connecting ring 2-8, a third telescopic control rod 2-9, a pile position fixer 2-10, a regulator 2-10-1, a fixing connecting plate 2-10-2, a controller 2-10-3, a lower segment 2-11, a steel bar fixer 2-12, a pull ring 2-12-1, a strong spring 2-12-2, an internal steel bar top shaft 2-12-3 and a steel bar penetrating ring 2-13.
The upper section 2-1 and the lower section 2-11 are connected through a telescopic control rod; one ends of the upper section 2-1 and the lower section 2-11 are respectively provided with a single connecting ring 2-2, and the other ends of the upper section 2-1 and the lower section 2-11 are respectively provided with a double connecting ring 2-8; the adjacent single connecting ring 2-2 and the double connecting ring 2-8 are in splicing fit and are fixedly connected through a pin shaft; the inner side of the upper section 2-1 is provided with a connecting bolt 2-7, and the connecting bolt 2-7 is connected with an adjusting device 1-5; the bottom of the lower section 2-11 is provided with a pile position fixer 2-10, and the pile position fixer 2-10 is used for fixing a pile 4; through grooves are formed in the upper section 2-1 and the lower section 2-11, a plurality of reinforcing steel bar penetrating rings 2-13 are arranged in the through grooves, and reinforcing steel bar fixing devices 2-12 are arranged on the reinforcing steel bar penetrating rings 2-13 and used for fixing the longitudinal bars 3. In fig. 3 to 5, the type a segment and the type a segment are distinguished by the connection pins 2 to 7.
The upper section 2-1 belongs to the upper half part of the section control device 2, and the upper section 2-1 is provided with a single connecting ring 2-2, a first telescopic control rod 2-3, a second telescopic control rod 2-4, a first fixing ring interface 2-5, a second fixing ring interface 2-6, a connecting bolt 2-7, a double connecting ring 2-8, a third telescopic control rod 2-9, a steel bar fixer 2-12 and a steel bar penetrating ring 2-13.
The lower segment 2-11 belongs to the lower half part of the segment control device 2, and is provided with a single connecting ring 2-2, a double connecting ring 2-8, a reinforcing steel bar fixer 2-12, a pile position fixer 2-10, a reinforcing steel bar fixer 2-12 and a reinforcing steel bar penetrating ring 2-13.
The single connecting ring 2-2 can be connected with the double connecting rings 2-8 of other segment control devices 2 through a plurality of segment control devices 2 to form rings with different diameters so as to adapt to different pile diameters. The double connecting rings 2-8 can be connected with the single connecting rings 2-2 of other segment control devices 2 through a plurality of segment control devices 2 to form circular rings with different diameters so as to adapt to different pile diameters.
The telescopic control rods comprise a first telescopic control rod 2-3, a second telescopic control rod 2-4 and a third telescopic control rod 2-9; the first and second telescopic control rods 2-3 and 2-4 are provided at one side of the single link ring 2-2 of the upper and lower sections 2-1 and 2-11, and the third telescopic control rod 2-9 is provided at one side of the double link ring 2-8 of the upper and lower sections 2-1 and 2-11. The first telescopic control rod 2-3 is used for connecting the upper section 2-1 with the lower section 2-11 and adjusting the height of the whole device to adapt to different lengths of exposed reinforcing steel bars. The effect of the second telescopic control rod 2-4 is the same as that of the first telescopic control rod 2-3, and meanwhile, the stability of the whole device is enhanced. The effect of the third telescopic control rod 2-9 is the same as that of the first telescopic control rod 2-3 and the second telescopic control rod 2-4, so that the stability of the whole device is further enhanced.
The first fixing ring interface 2-5 is arranged at one end of the upper section 2-1, the second fixing ring interface 2-6 is arranged at the other end of the upper section 2-1, and when the first fixing ring interface 2-5 and the second fixing ring interface 2-6 of the adjacent upper section 2-1 are surrounded, the first fixing ring interface and the second fixing ring interface are connected. The first port 2-5 of the fixing ring can rotate 360 degrees, has a diameter smaller than that of the second port 2-6 of the fixing ring, and is connected with the second port to finally fix the plurality of segment control devices 2 and reduce deformation. Fixing ring second interface 2-6: the rotating ring can rotate 360 degrees, has a diameter larger than that of the first interface 2-5 of the fixing ring, is connected with the first interface, and finally fixes the segment control devices 2 to reduce deformation.
2-7 of connecting bolt: is connected with the tail ends of the adjusting devices 1-5 in the main shaft control device 1 through bolts.
The pile position fixer 2-10 comprises a regulator 2-10-1, a fixed connecting plate 2-10-2 and a controller 2-10-3. The regulator 2-10-1 can stretch and rotate, and the end part of the regulator is connected with the fixed connecting plate 2-10-2; the controller 2-10-3 is controlled by a button on the controller and can be extended and retracted; the fixed connecting plate 2-10-2 can be arranged around the pile 4, and the fixed connecting plate 2-10-2 is tightly fixed at the edge of the pile 4 through the controller 2-10-3.
2-12 of steel bar fixer: are arranged outside the upper section 2-1 and the lower section 2-11, one at a certain interval. Comprises a pull ring 2-12-1, a strong spring 2-12-2 and an internal steel bar top shaft 2-12-3. And stretching the pull ring 2-12-1 to stretch the strong spring 2-12-2, loosening the pull ring 2-12-1 after the longitudinal bar 3 passes through the steel bar lantern ring 2-13, and extruding the longitudinal bar 3 by the internal steel bar top shaft 2-12-3 to realize the fixation of the longitudinal bar 3.
And (3) steel bar penetrating ring 2-13: the steel bar penetrating ring 2-13 can move left and right at the lower section 2-11 and can be adjusted according to the position of the longitudinal bar 3. The longitudinal bar 3 is a prefabricated pile exposed reinforcing steel bar or a preformed reinforcing steel bar on the upper part of a cast-in-place pile and the like, and is used for later construction. The pile 4 is a precast pile or a cast-in-place pile.
The invention provides a pile end exposed steel bar bending prevention device, which is surrounded by a plurality of segment control devices and matched with a pile, can adapt to piles of different diameters by connecting and applying a plurality of segments, can fix steel bars of various diameters, has wide application range, is not limited to a pile type of a certain diameter and a steel bar of a certain diameter, and increases the application range. The lantern ring is worn through setting up the reinforcing bar on festival section controlling means for fixed reinforcing bar prevents that the reinforcing bar from crooked, has greatly reduced the time of manual handling crooked reinforcing bar in the construction, has improved the construction progress. The main shaft control device not only provides supporting force, but also can be lifted through the bottom supporting devices 1-6, so that the bent steel bar straightening device has the function of straightening the bent steel bar; meanwhile, the method is not limited to use places and can be used for precast piles or cast-in-place piles.
The invention relates to a pile end exposed steel bar bending prevention device, which is provided with a specific use method. The device mainly comprises a spindle control device, a segment control device and the like as shown in the following figures.
A main shaft control device: the stability of the whole device can be increased by connecting the control device with a plurality of segments; if the bent reinforcing steel bar is met, the straightening and other effects of the bent reinforcing steel bar can be realized by adjusting the main shaft control device.
Segment control means: prevent the bending of reinforcing bar, the position of fixed reinforcing bar plays the guard action.
The invention discloses a pile end exposed steel bar bending prevention device, which comprises the following specific use steps:
the method comprises the following steps: and selecting a proper number of segment control devices according to the diameter and the perimeter of the pile, and forming a circular ring with the diameter equivalent to that of the pile through the interactive connection of a plurality of single connecting rings and double connecting rings.
Step two: the steel bars in the segment control device are moved to penetrate through the lantern ring, so that the exposed longitudinal bars penetrate through the whole device; then controlling the first telescopic control rod, the second telescopic control rod and the third telescopic control rod, and adjusting the height of the device to be equal to the length of the exposed longitudinal rib; then, each longitudinal bar is fixed by a bar fixer so as to prevent the longitudinal bar from moving.
Step three: fixing the fixed connecting plates at the lower ends of the segment control devices around the pile top by using the controller and the regulator; and connecting the first interface of each pair of fixing rings and the second interface of each pair of fixing rings to ensure that the device is not deformed.
Step four: the control adjusting device is connected with the main shaft control device and the segment control device; and the bottom supporting device is adjusted to support the bottom circular plate on the pile top, so that the stability of the whole device is improved.
Step five: if the reinforcing steel bar is bent to a certain degree in the later stage, the main shaft control device is controlled, and the device is slowly lifted by the bottom supporting device, so that the longitudinal bar is slowly straightened.

Claims (8)

1. A pile end exposed steel bar bending prevention device is characterized by comprising a main shaft control device (1) and a plurality of segment control devices (2); the pile end exposed steel bars are fixed after the plurality of segment control devices (2) are enclosed, and the main shaft control device (1) is arranged in the center of the enclosed segment control devices (2) and is used for fixedly supporting the plurality of segment control devices (2);
the main shaft control device (1) comprises a control box (1-3), hydraulic hoses (1-4), adjusting devices (1-5) and bottom supporting devices (1-6); a plurality of adjusting devices (1-5) are circumferentially arranged on the control box (1-3), the control box (1-3) is connected with the adjusting devices (1-5) through hydraulic hoses (1-4), and the bottom of the control box (1-3) is provided with a bottom supporting device (1-6);
the segment control device (2) comprises an upper segment (2-1) and a lower segment (2-11); the upper section (2-1) and the lower section (2-11) are connected through a telescopic control rod;
one ends of the upper section (2-1) and the lower section (2-11) are respectively provided with a single connecting ring (2-2), and the other ends of the upper section (2-1) and the lower section (2-11) are respectively provided with a double connecting ring (2-8); the adjacent single connecting ring (2-2) and the double connecting ring (2-8) are fixedly connected through a pin shaft in a splicing fit manner;
the inner side of the upper section (2-1) is provided with a connecting bolt (2-7), and the connecting bolt (2-7) is connected with an adjusting device (1-5);
the bottom of the lower segment (2-11) is provided with a pile position fixer (2-10), and the pile position fixer (2-10) is used for fixing a pile (4);
the upper section (2-1) and the lower section (2-11) are both provided with through grooves, a plurality of reinforcing steel bar penetrating rings (2-13) are arranged in the through grooves, and reinforcing steel bar fixing devices (2-12) are arranged on the reinforcing steel bar penetrating rings (2-13) and used for fixing longitudinal bars (3).
2. The pile-end-exposed reinforcement bend-preventing device of claim 1, wherein the pile position fixer (2-10) comprises a regulator (2-10-1), a fixing connecting plate (2-10-2) and a controller (2-10-3); the controller (2-10-3) is arranged at the bottom of the lower section (2-11), the regulator (2-10-1) is arranged on the outer side wall of the lower section (2-11), and the fixed connecting plate (2-10-2) is hinged to the end of the regulator (2-10-1).
3. A pile end exposed reinforcement bend preventing device according to claim 1, characterized in that the reinforcement retainer (2-12) comprises a pull ring (2-12-1), a strong spring (2-12-2) and an internal reinforcement top shaft (2-12-3);
the steel bar penetrating ring (2-13) is provided with a through hole, one end of the internal steel bar jacking shaft (2-12-3) penetrates through the through hole, the other end of the internal steel bar jacking shaft (2-12-3) is provided with a strong spring (2-12-2), and the end part of the strong spring (2-12-2) is provided with a pull ring (2-12-1).
4. The pile-end exposed steel bar bending prevention device according to claim 1, wherein the control box (1-3) is provided with a handle (1-1) and a control button (1-2).
5. The pile-end-exposed reinforcement bend preventing device according to claim 1, wherein the telescopic control rods comprise a first telescopic control rod (2-3), a second telescopic control rod (2-4) and a third telescopic control rod (2-9); the first telescopic control rod (2-3) and the second telescopic control rod (2-4) are arranged on one side of the single connecting ring (2-2) of the upper section (2-1) and the lower section (2-11), and the third telescopic control rod (2-9) is arranged on one side of the double connecting ring (2-8) of the upper section (2-1) and the lower section (2-11).
6. The pile-end-exposed reinforcement bend preventing device according to claim 1, further comprising a fixing ring first interface (2-5) and a fixing ring second interface (2-6); the first fixing ring interface (2-5) is arranged at one end of the upper section (2-1), the second fixing ring interface (2-6) is arranged at the other end of the upper section (2-1), and when the first fixing ring interface (2-5) and the second fixing ring interface (2-6) of the adjacent upper section (2-1) are connected in a surrounding manner.
7. A method for using a pile-end exposed reinforcement bending prevention device, which is characterized in that the pile-end exposed reinforcement bending prevention device based on any one of claims 1 to 6 comprises the following processes,
step one, selecting a plurality of segment control devices (2) to surround according to the diameter and the perimeter of a pile (4), and performing interactive connection through single connecting rings (2-2) and double connecting rings (2-8) on the segment control devices (2) to be matched with the diameter of the pile (4);
secondly, the longitudinal bars (3) penetrate through the steel bar penetrating rings (2-13) to be fixed by moving the steel bar penetrating rings (2-13) in the segment control device; controlling the telescopic control rod to stretch, adjusting the height between the upper section (2-1) and the lower section (2-11) to ensure that the height of the section control device (2) is equal to the height of the longitudinal bar (3), and fixing the longitudinal bar (3) through a reinforcing bar fixer (2-12);
fixing pile position fixators (2-10) at the bottom of the segment control device (2) around the top of the pile (4);
and step four, connecting the adjusting devices (1-5) with the connecting bolts (2-7), connecting the main shaft control device (1) with the segment control device (2), adjusting the bottom supporting devices (1-6) and fixedly supporting the longitudinal ribs (3) on the whole pile (4).
8. Use method of a pile-end exposed reinforcement bend preventing device according to claim 7, characterized in that when the longitudinal reinforcement (3) is bent, the bottom support device (1-6) is controlled to be lifted to straighten the longitudinal reinforcement (3).
CN202011602567.8A 2020-12-29 2020-12-29 Pile end exposed steel bar bending prevention device and use method Active CN112593547B (en)

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Application Number Priority Date Filing Date Title
CN202011602567.8A CN112593547B (en) 2020-12-29 2020-12-29 Pile end exposed steel bar bending prevention device and use method

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Application Number Priority Date Filing Date Title
CN202011602567.8A CN112593547B (en) 2020-12-29 2020-12-29 Pile end exposed steel bar bending prevention device and use method

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KR101317548B1 (en) * 2011-10-14 2013-10-15 한국건설기술연구원 Concrete pile cap reinforcing assembly for preventing deflection and separation of disk plate
CN204018596U (en) * 2014-09-01 2014-12-17 中铁十七局集团第三工程有限公司 A kind of reinforcing bar bending curvature device
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