CN217352424U - Be used for settling pole device of dark heavy steel reinforcement cage of ann's empty stake - Google Patents

Be used for settling pole device of dark heavy steel reinforcement cage of ann's empty stake Download PDF

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Publication number
CN217352424U
CN217352424U CN202220567338.5U CN202220567338U CN217352424U CN 217352424 U CN217352424 U CN 217352424U CN 202220567338 U CN202220567338 U CN 202220567338U CN 217352424 U CN217352424 U CN 217352424U
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China
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reinforcement cage
rod
connecting block
arc
rods
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CN202220567338.5U
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高永丰
张晓鹏
申建峰
李�杰
杨鹏
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China Shanxi Sijian Group Co Ltd
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China Shanxi Sijian Group Co Ltd
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Abstract

The utility model discloses a device for installing a steel reinforcement cage arrangement rod with ultra-deep heavy type of an air pile, in particular to the technical field of steel reinforcement cage installation, which comprises two connecting lifting rods, wherein a plurality of limiting support rods are arranged between the two connecting lifting rods, and the bottom ends of the connecting lifting rods are connected with a lifting mechanism; the lifting mechanism comprises an inclined butt joint rod connected with the bottom end of the lifting rod, and a first connecting block is connected with the bottom end of the inclined butt joint rod. The utility model discloses a set up and carry the pulling mechanism, produced space can insert inside steel reinforcement cage lifts the pole between two adjacent spacing branches, and the stopper drives arc reinforcing bar and bottom reinforcing bar rebound, and tensile steel pole pulling arc reinforcing bar rebound, and multiple spot position supports lifts by crane, is difficult for causing the junction fracture, and it is more stable to mention the steel wire cage like this, and the security is higher, is difficult for causing the steel wire cage to fall and causes the damage.

Description

Be used for ann heavy steel reinforcement cage arrangement rod device of empty stake ultra-deep
Technical Field
The utility model relates to a technical field is laid to the steel reinforcement cage, more specifically says, the utility model relates to a be used for the heavy steel reinforcement cage of ann's air pile ultradepth to settle pole device.
Background
The reinforcement cage mainly plays a role similar to the stress of the longitudinal reinforcement of the column, and mainly plays a role of tensile strength, and the compressive strength of the concrete is high but the tensile strength is very low. The pile body concrete is restrained, so that the pile body concrete can bear certain axial tension;
traditional steel reinforcement cage is settled and is adopted and hang muscle and jib mode can not satisfy dead weight and deformation demand in the in-service use, hangs the muscle atress limited, the great steel reinforcement cage of unable handling weight and unable cage installation quality and pile bolck elevation of guaranteeing, thereby can lead to becoming flexible easily to cause the steel reinforcement cage to drop, brings a great deal of inconvenience in the aspect of giving operating personnel's safety like this, still causes the serious waste of reinforcing bar raw and other materials when the quality is settled to cage efficiency and steel reinforcement cage under the influence.
SUMMERY OF THE UTILITY MODEL
In order to overcome the above-mentioned defect of prior art, the embodiment of the utility model provides a be used for ann heavy steel reinforcement cage of empty stake ultradepth to settle pole device, through setting up lifting mechanism, the multiple spot position is supported and is lifted by crane, is difficult for causing the junction fracture, and it is more stable to mention the steel wire cage like this, and the security is higher, is difficult for causing the steel wire cage to fall and causes the damage to solve the problem that proposes among the above-mentioned background.
In order to achieve the above object, the utility model provides a following technical scheme: a rod arranging device for arranging an ultra-deep heavy reinforcement cage of an air pile comprises two connecting lifting rods, a plurality of limiting support rods are arranged between the two connecting lifting rods, and the bottom ends of the connecting lifting rods are connected with lifting mechanisms;
carry the drawing mechanism including setting up at the oblique shape butt joint pole of connecting the handle bottom, be connected with first splice block in oblique shape butt joint pole bottom, the pulling branch that is used for the support is installed to first splice block below, and the welding of pulling branch bottom has the stopper, is provided with the arc reinforcing bar in the stopper outside, the bottom reinforcing bar is installed to arc reinforcing bar below, and arc reinforcing bar inner wall connection has tensile steel pole, tensile steel pole top is connected with the winding suspension clasp, connect the handle top and install arc rings.
In a preferred embodiment, a plurality of limiting support rods are arranged in sequence at equal intervals from top to bottom, the limiting support rods and the connecting lifting rod are fixed in a welding mode, the two oblique butt-joint rods are symmetrically arranged, and the first connecting block and the oblique butt-joint rods are welded and fixed.
In a preferred embodiment, the arc-shaped reinforcing steel bar is similar to the bottom reinforcing steel bar in shape and different in size, the arc-shaped reinforcing steel bar and the bottom reinforcing steel bar are both made of three-stage threaded steel, the first connecting block is externally sleeved with a first limiting strip, and the first limiting strip and the first connecting block are fixed by welding.
In a preferred embodiment, wherein two the outside all the cover of spacing branch is equipped with the second connecting block, and the inside second spacing strip that has inserted of second connecting block, the embedding of second connecting block top is run through and is provided with two embedding branches, the embedding of the spacing outer wall of second is run through and is installed the back shaft, and is close to the outside of back shaft both ends and all is connected with the locking cap.
In a preferred embodiment, the bottom end of the embedded strut penetrates through the second limiting strip and extends to a position below the second connecting block, and the second limiting strip is in threaded connection with the supporting shaft.
The utility model discloses a technological effect and advantage:
1. by arranging the lifting mechanism, a steel wire rope penetrates into the arc-shaped reinforcing steel bars and the bottom reinforcing steel bars to be wound and bound with the steel reinforcement cage, lifting hooks on a crane are inserted into the winding lifting buckles, another lifting hook hooks the arc-shaped lifting rings, gaps generated between two adjacent limiting support rods can be inserted into the lifting rods of the steel reinforcement cage, the limiting blocks drive the arc-shaped reinforcing steel bars and the bottom reinforcing steel bars to move upwards, the stretching steel rods pull the arc-shaped reinforcing steel bars to move upwards, multi-point supporting lifting is realized, fracture of joints is not easily caused, the lifting of the steel wire cage is more stable, the safety is higher, and the steel wire cage is not easily dropped to damage;
2. the back shaft can play the effect of support to the spacing of second, and embedding branch and second connecting block play the effect of support to the spacing of second, guarantee that the spacing of second plays stable spacing effect to the tensile steel pole, and difficult not hard up stability that causes tensile steel pole is higher, and spacing effect is better, and is more firm.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is a schematic structural view of the joint between the oblique butt-joint rod and the first connecting block of the present invention.
Fig. 3 is an enlarged schematic structural diagram of a in fig. 1 according to the present invention.
Fig. 4 is a schematic view of the junction of the second connecting block and the limiting support rod of the present invention looking down the three-dimensional cutting structure.
The reference signs are: 1. connecting a lifting rod; 2. a limit strut; 3. a diagonal docking bar; 4. a first connection block; 5. pulling the support rod; 6. a limiting block; 7. arc-shaped reinforcing steel bars; 8. a bottom reinforcing bar; 9. stretching the steel rod; 10. winding a suspension buckle; 11. a first limit strip; 12. an arc-shaped hanging ring; 13. a second connecting block; 14. embedding a support rod; 15. a second limit strip; 16. a support shaft; 17. and (4) fixing the cap.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
The device for installing the ultra-deep heavy reinforcement cage of the air pile comprises two connecting lifting rods 1, a plurality of limiting supporting rods 2 are arranged between the two connecting lifting rods 1, and the bottom ends of the connecting lifting rods 1 are connected with a lifting mechanism;
carry pull mechanism including setting up at the oblique shape butt joint pole 3 of connecting 1 bottom of carrying the pull rod, 3 bottom connection in oblique shape butt joint pole are connected with first splice block 4, the pulling branch 5 that is used for the support is installed to first splice block 4 below, and 5 bottom welding of pulling branch has stopper 6, be provided with arc reinforcing bar 7 in stopper 6 outside, bottom reinforcing bar 8 is installed to arc reinforcing bar 7 below, and 7 inner wall connections of arc reinforcing bar have tensile steel pole 9, tensile steel pole 9 top is connected with winding suspension clasp 10, connect 1 top of carrying the pull rod and install arc rings 12.
In some embodiments, as shown in fig. 1-2, a plurality of limit struts 2 are arranged in an equidistant manner from top to bottom, the limit struts 2 and the connecting lifting rod 1 are fixed by welding, so that the limit struts 2 can transversely support the two connecting lifting rods 1, and a gap between two adjacent limit struts 2 can be inserted into a steel reinforcement cage lifting rod, thereby achieving the supporting function, the two oblique butt-joint rods 3 are symmetrically arranged, and the first connecting block 4 is welded and fixed to the oblique butt-joint rods 3, so that when the oblique butt-joint rods 3 move, the oblique butt-joint rods 3 can drive the first connecting block 4 to move, thereby achieving the lifting operation of the first connecting block 4.
In some embodiments, as shown in fig. 2, the arc-shaped reinforcing bars 7 are similar in shape and different in size from the bottom reinforcing bars 8, the arc-shaped reinforcing bars 7 and the bottom reinforcing bars 8 are made of three-step threaded steel, so that the arc-shaped reinforcing bars 7 and the bottom reinforcing bars 8 can both fit outside the steel cage, and the arc-shaped reinforcing bars 7 and the bottom reinforcing bars 8 are bound outside the steel cage by using steel cables, the first connecting block 4 is externally sleeved with the first limiting bar 11, and the first limiting bar 11 and the first connecting block 4 are fixed by welding, so that the first limiting bar 11 and the first connecting block 4 are connected more firmly, and the first limiting bar 11 can play a limiting supporting role for the tensile steel rod 9.
In some embodiments, as shown in fig. 3-4, two limit rods 2 are sleeved with a second connecting block 13, a second limit strip 15 is inserted into the second connecting block 13, two embedded rods 14 are inserted into and through the top end of the second connecting block 13, a supporting shaft 16 is inserted into and through the outer wall of the second limit strip 15, fixing caps 17 are connected to the outer portions of the two ends of the supporting shaft 16, so that the end of the second limit strip 15 is inserted into the second connecting block 13, the two embedded rods 14 are inserted into the second limit strip 15, the bottom end of the embedded rod 14 extends to a position below the second connecting block 13, the embedded rod 14 is welded and fixed to the second connecting block 13, the supporting shaft 16 is inserted into the second limit strip 15, and the two fixing caps 17 are pressed in a split manner to achieve a limit fixing operation, so that the supporting shaft 16 can support the second limit strip 15, embedding branch 14 and second connecting block 13 play the effect of support to the spacing strip 15 of second, guarantee that the spacing strip 15 of second plays stable spacing effect to tensile steel pole 9, and difficult not hard up stability that causes tensile steel pole 9 is higher.
In some embodiments, as shown in fig. 3-4, the bottom end of embedded strut 14 extends through second limiting strip 15 and extends to a position below second connecting block 13, and second limiting strip 15 is in threaded connection with supporting shaft 16, so that embedded strut 14 can penetrate through second limiting strip 15, and thus, second limiting strip 15 can be supported transversely.
The utility model discloses the theory of operation: when in use, the arc reinforcing bars 7 and the bottom reinforcing bars 8 can be positioned at the side surfaces of the steel reinforcement cage, and the steel wire ropes are penetrated into the arc reinforcing bars 7 and the bottom reinforcing bars 8 to be wound and bound with the steel reinforcement cage, the lifting hooks on the crane are inserted into the winding suspension buckles 10, the other lifting hook hooks the arc lifting rings 12, and simultaneously, the gaps generated between the two adjacent limiting support rods 2 can be inserted into the lifting rods of the steel reinforcement cage, so that the arc lifting rings 12 and the winding suspension buckles 10 can be lifted, the arc lifting rings 12 drive the two connecting lifting rods 1 to move upwards, the connecting lifting rods 1 drive the inclined butt-joint rods 3 to move upwards, the inclined butt-joint rods 3 drive the first connecting blocks 4 to drive the pulling support rods 5 to move upwards, the limiting blocks 6 drive the arc reinforcing bars 7 and the bottom reinforcing bars 8 to move upwards, and the winding suspension buckles 10 drive the stretching steel rods 9 to move upwards, therefore, the tensile steel rods 9 pull the arc-shaped reinforcing steel bars 7 to move upwards, and thus the steel wire cage can be pulled and lifted at multiple points.
The points to be finally explained are: first, in the description of the present application, it should be noted that, unless otherwise specified and limited, the terms "mounted," "connected," and "connected" should be understood broadly, and may be a mechanical connection or an electrical connection, or a communication between two elements, and may be a direct connection, and "upper," "lower," "left," and "right" are only used to indicate a relative positional relationship, and when the absolute position of the object to be described is changed, the relative positional relationship may be changed;
secondly, the method comprises the following steps: in the drawings of the disclosed embodiments of the present invention, only the structures related to the disclosed embodiments are referred to, and other structures can refer to common designs, and under the condition of no conflict, the same embodiment and different embodiments of the present invention can be combined with each other;
and finally: the above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the present invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (7)

1. The utility model provides a be used for ann heavy steel reinforcement cage arrangement rod device of empty stake ultradepth, includes two connections and carries pull rod (1), its characterized in that: a plurality of limiting supporting rods (2) are arranged between the two connecting lifting rods (1), and the bottom ends of the connecting lifting rods (1) are connected with a lifting mechanism;
carry pull mechanism including setting up oblique shape butt joint pole (3) connecting and carrying pull rod (1) bottom, is connected with first link (4) in oblique shape butt joint pole (3) bottom, pulling branch (5) that are used for the support are installed to first link (4) below, and the welding of pulling branch (5) bottom has stopper (6), is provided with arc reinforcing bar (7) in stopper (6) outside, bottom reinforcing bar (8) are installed to arc reinforcing bar (7) below, and arc reinforcing bar (7) inner wall connection has tensile steel pole (9), tensile steel pole (9) top is connected with winding suspension clasp (10), connect and carry pull rod (1) top and install arc rings (12).
2. The device for installing the ultra-deep heavy reinforcement cage installation rod of the air pile as claimed in claim 1, wherein: a plurality of limit support rod (2) from the top down arranges the setting in proper order equidistance, limit support rod (2) are fixed with being connected and carrying pull rod (1) and adopt the welding mode.
3. The device for installing the ultra-deep heavy reinforcement cage installation rod of the air pile as claimed in claim 1, wherein: the two oblique butt joint rods (3) are symmetrically arranged, and the first connecting block (4) and the oblique butt joint rods (3) are welded and fixed.
4. The device for installing the ultra-deep heavy reinforcement cage installation rod of the air pile as claimed in claim 1, wherein: the shape of the arc-shaped reinforcing steel bar (7) is similar to that of the bottom reinforcing steel bar (8) and the size of the arc-shaped reinforcing steel bar is different from that of the bottom reinforcing steel bar, and the arc-shaped reinforcing steel bar (7) and the bottom reinforcing steel bar (8) are both made of three-level screw steel.
5. The device for installing the ultra-deep heavy reinforcement cage installation rod of the air pile as claimed in claim 1, wherein: the outer sleeve of first connecting block (4) is equipped with first spacing (11), and adopts the welding mode to fix between first spacing (11) and first connecting block (4).
6. The device for installing the ultra-deep heavy reinforcement cage installation rod of the air pile as claimed in claim 1, wherein: wherein two spacing branch (2) outside all is equipped with second connecting block (13) of overlapping, and second connecting block (13) inside has inserted spacing (15) of second, the embedding of second connecting block (13) top is run through and is provided with two embedding branches (14), the embedding of the spacing outer wall of second (15) is run through and is installed back shaft (16), and is close to back shaft (16) both ends outside and all is connected with locking cap (17).
7. The device for installing the ultra-deep heavy reinforcement cage installation rod of the air pile as claimed in claim 6, wherein: the bottom end of the embedded support rod (14) penetrates through a second limiting strip (15) and extends to the position below the second connecting block (13), and the second limiting strip (15) is in threaded connection with the support shaft (16).
CN202220567338.5U 2022-03-16 2022-03-16 Be used for settling pole device of dark heavy steel reinforcement cage of ann's empty stake Active CN217352424U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202220567338.5U CN217352424U (en) 2022-03-16 2022-03-16 Be used for settling pole device of dark heavy steel reinforcement cage of ann's empty stake

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202220567338.5U CN217352424U (en) 2022-03-16 2022-03-16 Be used for settling pole device of dark heavy steel reinforcement cage of ann's empty stake

Publications (1)

Publication Number Publication Date
CN217352424U true CN217352424U (en) 2022-09-02

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Family Applications (1)

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CN202220567338.5U Active CN217352424U (en) 2022-03-16 2022-03-16 Be used for settling pole device of dark heavy steel reinforcement cage of ann's empty stake

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