CN211712447U - Pile combined type lifting appliance - Google Patents
Pile combined type lifting appliance Download PDFInfo
- Publication number
- CN211712447U CN211712447U CN202020164518.XU CN202020164518U CN211712447U CN 211712447 U CN211712447 U CN 211712447U CN 202020164518 U CN202020164518 U CN 202020164518U CN 211712447 U CN211712447 U CN 211712447U
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- hoop
- pile
- plate
- plates
- reinforcing
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 33
- 239000010959 steel Substances 0.000 claims abstract description 33
- 230000002093 peripheral effect Effects 0.000 claims abstract description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 37
- 238000009434 installation Methods 0.000 abstract description 7
- 238000009435 building construction Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 11
- 238000010276 construction Methods 0.000 description 9
- 102100023170 Nuclear receptor subfamily 1 group D member 1 Human genes 0.000 description 3
- 229910000754 Wrought iron Inorganic materials 0.000 description 3
- 230000010354 integration Effects 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
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Abstract
The utility model discloses a stake combination formula hoist belongs to building construction apparatus field. The pile comprises two hoops and a steel bar, wherein a semi-cylindrical hoop plate is arranged in the middle of each hoop, the hoop plates of the two hoops form an annular shape and are matched with the outer peripheral wall of a pile column, and a positioning hole is formed in the middle of each hoop plate; wing plates are arranged on two sides of each hoop, a plurality of connecting holes are formed in each wing plate, and hoisting holes are formed in the upper parts of the wing plates; the steel bar can movably penetrate through the two positioning holes. The problem of traditional hoist installation trouble, tensile ability are less and pile easily slides when hoist and mount is solved.
Description
Technical Field
The utility model relates to a construction equipment field especially relates to a stake combination formula hoist.
Background
In recent years, the assembled bridge is established as the construction of the special traffic industry of China, and the related policies of China and places frequently come out to encourage the development of the assembled bridge, so as to promote the progress of China from the large bridge country to the strong bridge country. The method takes the rapid development of the assembled bridge as a trigger, and some new materials, new processes and new technologies are continuously innovated and broken through, so as to reach or even exceed the international advanced level. If the new process of 'pile-column integration' is provided, the full prefabrication installation of the bridge lower structure is realized. The pile-column integration means that the pile foundation is firstly implanted into the pipe pile after the hole is formed, and then the pile foundation is connected with the pier column, and the pile-column integration method has the advantages that a bearing platform is omitted, the earth excavation amount is reduced, the construction period is shortened, and further the construction cost is reduced. However, as the assembled bridge is enlarged and complicated, the diameters of the tubular pile and the pier stud are increased, and the length and the weight of the tubular pile and the pier stud after connection are longer and heavier, which provides a greater challenge for a lifting appliance directly bearing the weight of the pile stud.
Traditional hoist mainly has: the method has the advantages that firstly, the lifting lugs are embedded at the end parts of the pile columns when the pile columns are prefabricated and are used as a lifting appliance when the pile columns are lifted, the method is simple in structure and convenient to operate, but for projects needing pile splicing, the lifting lugs need to be cut off, construction procedures are increased, the smoothness of end heads is difficult to guarantee, and pile splicing is not facilitated; the hoop is characterized in that the hoop is fastened and connected between two different materials and mainly comprises an annular hoop plate, a stiffening plate, a bolt and an outward-extending wing plate, two holes are reserved on the wing plate and used for installing steel wire lifting ropes, when the hoop is installed, a rubber pad with the width slightly larger than that of the hoop plate is installed between the hoop and a pile column, the purpose is to increase the fastening effect between the hoop and the pile column and prevent the hoop and the pile column from sliding relatively, the method is more complicated than a pre-embedded lifting lug, the bearable weight is limited, the method is suitable for hoisting and installing the pile column with common weight, when the weight of the pile column is larger, the hoop slides, the wing plate bends, and the method is not applicable any more; thirdly, the hoop and the steel bar are based on the sliding phenomenon of a single hoop, engineers propose that the combination mode of the hoop and the steel bar is adopted to lift and install the pile, namely, the pile is perforated at the upper edge of the hoop and the steel bar is inserted, the method can not only prevent the hoop from sliding through the steel bar, but also can bear partial pulling force, thereby greatly improving the lifting capacity, but also has some defects, for example, the hoop and the steel bar can not be tightly attached when being installed, so that the hoop and the steel bar are not simultaneously stressed when the pile is lifted, but the hoop bears all the pulling force firstly, the steel bar begins to bear the pulling force when the hoop slides and is attached with the steel bar, the condition has great construction risk, once the hoop slides due to the great pulling force, the hoop can generate great inertia force, and the inertia force suddenly impacts the steel bar as a second stress, the concrete of light person's trompil department is crushed, and heavy person will make the crane lose balance and turn on one's side, and in addition, the installation of staple bolt is more loaded down with trivial details, is difficult to accurate location. Therefore, in order to ensure the safety and the construction convenience when the large-tonnage pile is lifted, the existing pile lifting appliance needs to be optimized and innovated.
Disclosure of Invention
The utility model aims at providing a stake combination formula hoist solves traditional hoist installation trouble, tensile ability less and when hoist and mount the easy gliding problem of stake.
In order to achieve the above purpose, the utility model adopts the technical proposal that: a pile combined type lifting appliance comprises two hoops and a steel bar, wherein a semi-cylindrical hoop plate is arranged in the middle of each hoop, the hoop plates of the two hoops form an annular shape and are matched with the outer peripheral wall of a pile, and a positioning hole is formed in the middle of each hoop plate; wing plates are arranged on two sides of each hoop, a plurality of connecting holes are formed in each wing plate, and hoisting holes are formed in the upper parts of the wing plates; the steel bar can movably penetrate through the two positioning holes.
Furthermore, the two sides of the upper part of the hoop are respectively provided with a first reinforcing plate, the first reinforcing plate is fixedly connected with the outer edge of one side of the upper end face of the hoop plate and the upper part of the wing plate at the same side, and the hoisting holes are positioned above the first reinforcing plate.
Furthermore, a plurality of first reinforcing ribs are arranged at the joint of the first reinforcing plate and the wing plate.
Furthermore, second reinforcing plates are respectively arranged on two sides of the lower portion of the hoop, and the second reinforcing plates are fixedly connected with the outer edge of one side of the lower end face of the hoop plate and the lower end of the wing plate on the same side.
Furthermore, a plurality of second reinforcing ribs are arranged at the joints of the second reinforcing plates and the wing plates.
Further, the ring formed by the two hoop plates is a circular ring or a square ring.
Due to the adoption of the technical scheme, the beneficial effects of the utility model are that:
1. when the utility model is used, the upper part of the pile column is required to be pre-provided with a perforation which transversely penetrates through the pile column, the steel bar is firstly inserted into the perforation before hoisting, and the two ends of the steel bar are respectively positioned outside the perforation; then, the two hoops are installed on the pile in an embracing mode, when the hoops are installed, one side, recessed in the wing plates, of each hoop faces towards the side wall of the pile, the positioning holes are aligned to one end of the steel bar, then the two hoops and the wing plates are attached to each other, connecting pieces such as bolts penetrate through the connecting holes to enable the two hoops to tightly embrace the pile, U-shaped lifting lugs are used for being buckled in the lifting holes, a crane or a crane lifts the whole lifting appliance and the pile together through the lifting lugs, and the lifting of the pile is achieved. Based on the foregoing, the utility model discloses utilizing the rod iron to be the setpoint, can realizing the quick accurate installation of staple bolt, practiced thrift the time cost, have the meaning of lifting foot to having the engineering of guaranteeing unblocked. The utility model discloses a staple bolt and rod iron simultaneous performance effect when the stake lifts by crane, had both improved the lifting capacity of hoist in the middle part of the rod iron penetrates the staple bolt, had guaranteed the security of construction again. Solves the problems of troublesome installation, small tensile capacity and easy sliding of piles during hoisting of the traditional lifting appliance
2. The utility model discloses a be provided with first reinforcing plate, second reinforcing plate, first strengthening rib and second strengthening rib, improvement that can be very big the structural strength of the utility model improves the utility model discloses a reliability.
3. The utility model discloses two hoop boards form annular ring or quad ring, like this the utility model discloses can set up as required, satisfy the hoist and mount of the stake of different cross-sections. Even the stake is less than when the hoop board forms the ring, also can use the utility model discloses hoist, improve the utility model discloses an application scope.
Drawings
FIG. 1 is a three-dimensional view of the present invention;
fig. 2 is the three-dimensional view of the hoop of the present invention.
In the attached drawing, 1-hoop, 2-steel bar, 11-hoop plate, 12-positioning hole, 13-wing plate, 14-hoisting hole, 15-connecting hole, 16-first reinforcing plate, 17-second reinforcing plate, 18-first reinforcing rib and 19-second reinforcing rib.
Detailed Description
The following describes the embodiments of the present invention with reference to the accompanying drawings.
In the description of the present invention, it is to be understood that the terms "center", "length", "width", "up", "down", "vertical", "horizontal", "top", "bottom", "inner", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience in describing the present invention and simplifying the description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally formed; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
In the present disclosure, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may comprise direct contact between the first and second features, or may comprise contact between the first and second features not directly. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.
Referring to fig. 1 and 2, a pile combined hanger comprises two hoops 1 and a steel bar 2, wherein a semi-cylindrical hoop plate 11 is arranged in the middle of each hoop 1, the hoop plates 11 of the two hoops 1 form a ring shape and are matched with the outer peripheral wall of a pile, and a positioning hole 12 is arranged in the middle of each hoop plate 11; wing plates 13 are arranged on two sides of each hoop 1, a plurality of connecting holes 15 are formed in each wing plate 13, and hoisting holes 14 are formed in the upper parts of the wing plates 13; the steel bar 2 can movably penetrate through the two positioning holes 12. The two sides of the upper part of the hoop 1 are respectively provided with a first reinforcing plate 16, the first reinforcing plate 16 is fixedly connected with the outer edge of one side of the upper end face of the hoop plate 11 and the upper part of the wing plate 13 at the same side, and the hoisting hole 14 is positioned above the first reinforcing plate 16. The joint of the first reinforcing plate 16 and the wing plate 13 is provided with a plurality of first reinforcing ribs 18. The two sides of the lower part of the hoop 1 are respectively provided with a second reinforcing plate 17, and the second reinforcing plate 17 is fixedly connected with the outer edge of one side of the lower end face of the hoop plate 11 and the lower end of the wing plate 13 at the same side. A plurality of second reinforcing ribs 19 are arranged at the joints of the second reinforcing plates 17 and the wing plates 13. In this embodiment, the diameter of the positioning hole 12 is slightly larger than that of the steel bar 2. The two hoop plates 11 form a ring shape, which is a circular ring, and it should be noted that the ring shape formed by the two hoop plates 11 can be configured as a square ring or a special-shaped ring as required.
When the steel bar hoisting device is used, a through hole which transversely penetrates through a pile column needs to be preset at the upper part of the pile column, the steel bar 2 is inserted into the through hole before hoisting, and two ends of the steel bar 2 are respectively positioned outside the through hole; then, the two hoops 1 are installed on the pile in an embracing mode, when the hoops 1 are installed, one side, where the wing plates 13 are sunken, faces the side wall of the pile, the positioning holes 12 are aligned with one ends of the steel rods 2, then the two hoops 1 and the wing plates 13 are attached to each other, connecting pieces such as bolts penetrate through the connecting holes 15 to enable the two hoops 1 to tightly embrace the pile, then U-shaped lifting lugs are used for being buckled in the lifting holes 14, and a crane or a crane lifts the whole lifting appliance and the pile together through the lifting lugs to achieve lifting of the pile. The steel bar 2 of this embodiment penetrates staple bolt 1 middle part and when the stake was lifted by crane staple bolt 1 and steel bar 2 play a role simultaneously, had both improved the lifting capacity of hoist, had guaranteed the security of construction again. The problem of traditional hoist installation trouble, tensile ability are less and pile easily slides when hoist and mount is solved. The first reinforcing plate 16, the second reinforcing plate 17, the first reinforcing rib 18 and the second reinforcing rib 19 are arranged, so that the structural strength of the device can be greatly improved, and the reliability of the embodiment is improved; the diameter of the positioning hole 12 is slightly larger than that of the steel bar 2, so that the steel bar 2 can be conveniently inserted, the defect that the anchor ear 1 and the steel bar 2 are not tightly attached is effectively overcome, the anchor ear 1 and the steel bar 2 are combined into a whole, and the relative displacement between the pile column and the anchor ear 1 is prevented. Two hoop plates 11 form an annular circular ring or a square ring, so that the embodiment can be arranged as required, and the hoisting of the pile with different sections is met. The present embodiment can be used for hoisting even when the pile is smaller than the hoop plate 11 to form a loop.
The above description is for the detailed description of the preferred possible embodiments of the present invention, but the embodiments are not intended to limit the scope of the present invention, and all equivalent changes or modifications accomplished under the technical spirit suggested by the present invention should fall within the scope of the present invention.
Claims (6)
1. The utility model provides a stake combination formula hoist which characterized in that: the pile comprises two hoops and a steel bar, wherein a semi-cylindrical hoop plate is arranged in the middle of each hoop, the hoop plates of the two hoops form an annular shape and are matched with the outer peripheral wall of a pile, and a positioning hole is formed in the middle of each hoop plate; wing plates are arranged on two sides of each hoop, a plurality of connecting holes are formed in each wing plate, and hoisting holes are formed in the upper parts of the wing plates; the steel bar can movably penetrate through the two positioning holes.
2. The pile and pile combination spreader of claim 1, wherein: the two sides of the upper part of the hoop are respectively provided with a first reinforcing plate, the first reinforcing plate is fixedly connected with the outer edge of one side of the upper end face of the hoop and the upper part of the wing plate at the same side, and the hoisting holes are positioned above the first reinforcing plate.
3. The pile and pile combination spreader of claim 2, wherein: the joint of the first reinforcing plate and the wing plate is provided with a plurality of first reinforcing ribs.
4. The pile and pile combination spreader of claim 1, wherein: and second reinforcing plates are respectively arranged on two sides of the lower part of the hoop, and the second reinforcing plates are fixedly connected with the outer edge of one side of the lower end face of the hoop and the lower end of the wing plate on the same side.
5. The pile and pile combination spreader of claim 4, wherein: and a plurality of second reinforcing ribs are arranged at the joints of the second reinforcing plates and the wing plates.
6. The pile and pile combination spreader of claim 1, wherein: the ring formed by the two hoop plates is a circular ring or a square ring.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202020164518.XU CN211712447U (en) | 2020-02-12 | 2020-02-12 | Pile combined type lifting appliance |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202020164518.XU CN211712447U (en) | 2020-02-12 | 2020-02-12 | Pile combined type lifting appliance |
Publications (1)
Publication Number | Publication Date |
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CN211712447U true CN211712447U (en) | 2020-10-20 |
Family
ID=72825272
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202020164518.XU Expired - Fee Related CN211712447U (en) | 2020-02-12 | 2020-02-12 | Pile combined type lifting appliance |
Country Status (1)
Country | Link |
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CN (1) | CN211712447U (en) |
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2020
- 2020-02-12 CN CN202020164518.XU patent/CN211712447U/en not_active Expired - Fee Related
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Legal Events
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201020 |