CN215211028U - Foundation vibration hammer land construction device - Google Patents
Foundation vibration hammer land construction device Download PDFInfo
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- CN215211028U CN215211028U CN202121574137.XU CN202121574137U CN215211028U CN 215211028 U CN215211028 U CN 215211028U CN 202121574137 U CN202121574137 U CN 202121574137U CN 215211028 U CN215211028 U CN 215211028U
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- vibration hammer
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Abstract
The utility model relates to a basic vibratory hammer land construction equipment, including following part: replacing the knockout plate, the diameter of replacing the knockout plate is greater than the external diameter of the pipe pile; the force transmission cylinder is fixed on the upper end surface of the replacing beating plate; the duck tongue plate is vertically arranged in the cavity of the force transmission cylinder, the upper end face of the duck tongue plate is higher than that of the force transmission cylinder, the duck tongue plate is clamped by the vibration hammer and transmits the vibration energy of the vibration hammer to the force transmission cylinder, and the force transmission cylinder transmits the vibration energy transmitted by the duck tongue plate to the beating replacing plate; the lifting hooks are uniformly assembled on the peripheral wall direction of the driving plate and are configured to be matched with lifting pin shafts assembled on the tubular piles to lift the tubular piles. The device can be connected with circular steel-pipe pile, only need adopt the mode of rotatory locking to accomplish and connect, has simple structure, characteristics that the operating efficiency is high.
Description
Technical Field
The utility model relates to a basic vibratory hammer land construction equipment belongs to construction technical field.
Background
The construction of ground structures and buildings needs a certain foundation, the structure of the buildings can be stable, and the construction above the ground can be carried out only after the foundation is firmly tied. Common foundation basis mainly has the concrete bored concrete pile, the steel-pipe pile, the powder spouts the stake, building type structure bases such as concrete pipe pile, the bored concrete pile, the powder spouts the stake adopts general rig and crane cooperation can carry out the operation, the steel-pipe pile, the concrete pipe pile need adopt vibratory hammer or diesel hammer to carry out the operation, when meetting large-scale tubular pile basis or super large-scale tubular pile structure basis, specification and size surpasss the maximum limit of rig, also surpass the maximum limit of diesel hammer, can only adopt vibratory hammer to carry out the construction this moment.
When adopting the vibratory hammer to construct, because of the tubular pile is hollow structure, the vibratory hammer need have to add the point of holding and carry out the centre gripping, just can carry out the hammering operation, needs a special instrument to connect tubular pile and vibratory hammer this moment, as the structure of vibratory hammer energy transfer, as hoisting structure simultaneously.
Because of the characteristics of vibratory hammer construction operation, this device needs can satisfy hoist and mount tubular pile, also needs to carry out the hammering operation simultaneously, consequently, two functional requirements need be satisfied to this device, firstly the demand of hoist and mount operation, secondly the demand of hammering operation. At present, the prior art is that a strip plate is welded inside a circular steel pipe pile, the strip plate is located at any diameter position inside the steel pipe pile and can be used as a vibration hammer clamping point, the steel pipe pile can be lifted and hung by the vibration hammer clamping steel plate strip, and meanwhile, hammering operation is carried out by the steel plate strip. However, when large-scale operation is carried out, steel plates must be welded in the center of each steel pipe pile, so that the welding cost is high, and the raw material cost is high. In addition, according to the scheme, when the operation of the circular steel pipe pile is finished, the internal steel plate needs to be cut on site, the consumed time is long, the labor cost is high, and the equipment lease cost is high. On the other hand, the scheme has high risk, when the welded steel plate is accidentally separated or damaged, the operation cannot be continued, if the steel pipe pile is in the middle stage at the moment, mud is not completely fed or just begins to be fed, the personnel cannot carry out high-altitude operation repair at the moment, and the risk is high.
Disclosure of Invention
To the above outstanding problem, the utility model provides a basic vibratory hammer land construction equipment, the device can satisfy the site operation requirement, can satisfy functional user demand, can obviously promote the operating efficiency, reduces accident probability, reaches the purpose of cost reduction and efficiency.
In order to achieve the purpose, the utility model adopts the following technical proposal:
a foundation vibration hammer land construction device comprises the following components:
the diameter of the alternate striking plate is larger than the outer diameter of the tubular pile;
the force transmission cylinder is fixed on the upper end face of the beating replacing plate;
the duck tongue plate is vertically arranged in the cavity of the force transmission cylinder, the upper end face of the duck tongue plate is higher than that of the force transmission cylinder, the duck tongue plate is clamped by the vibration hammer and transmits the vibration energy of the vibration hammer to the force transmission cylinder, and the force transmission cylinder transmits the vibration energy transmitted by the duck tongue plate to the beating replacing plate;
the lifting hooks are evenly assembled on the circumferential wall direction of the alternate beating plate and are configured to be matched with lifting pin shafts assembled on the tubular piles to lift the tubular piles.
Basic vibratory hammer land construction equipment, preferably, still include a plurality of deflectors, it is a plurality of deflector evenly distributed just fixes replace on the lower terminal surface of beating the board, be used for with the direction is placed in the middle when the tubular pile docks.
The foundation vibration hammer land construction device preferably further comprises a plurality of trapezoidal rib plates, and two inclined plane ends of each trapezoidal rib plate are fixedly connected with the alternate beating plate and the force transmission barrel respectively to form a triangular structure so as to improve the stability of the foundation vibration hammer land construction device.
Preferably, the lifting hooks are G-shaped lifting hooks, the number of the lifting hooks is four, and the lifting hooks are uniformly welded on the peripheral wall of the alternate beating plate.
The land construction device of the basic vibration hammer is preferably characterized in that the upper end surface of the duck tongue plate is 300-700mm higher than the upper end surface of the force transmission barrel.
The foundation vibration hammer land construction device is preferably characterized in that the replacing board is a circular board, and the force transmission cylinder is a circular cylinder.
Based on above-mentioned basic vibratory hammer land construction equipment, the utility model discloses still provide device's operating method, including following step:
1) clamping the duck tongue plate by using a vibration hammer, lifting the foundation vibration hammer land construction device, placing the foundation vibration hammer land construction device in a turnover mode by 90 degrees by using the vibration hammer, and slowly moving the foundation vibration hammer land construction device to the end portion of the lying pipe pile;
2) the vibration hammer rotates the foundation vibration hammer land construction device anticlockwise or rotates the tubular pile clockwise by means of the foundation vibration hammer land construction device, so that the lifting pin shaft is clamped into the lifting hook;
3) the vibrating hammer clamps the duck tongue plate for hoisting, and the tubular pile is hoisted away from the ground and placed at a specified pile foundation position;
4) starting a vibration hammer, and hammering and vibrating the tubular pile into a soil layer through the foundation vibration hammer land construction device;
5) after the construction operation is completed, the vibrating hammer clamps the duck tongue plate, the foundation vibrating hammer land construction device rotates clockwise, the lifting hook is separated from the lifting pin shaft, and the vibrating hammer clamps the foundation vibrating hammer land construction device leaves the end part of the tubular pile to carry out the next operation of the tubular pile.
The utility model discloses owing to take above technical scheme, it has following advantage:
1. the utility model discloses a basic vibratory hammer land construction equipment can carry out the construction operation to large-scale circular steel-pipe pile, can hoist and mount it, has lifting device's function.
2. The utility model discloses a basic vibration hammer land construction equipment can adopt traditional mechanical vibration hammer to carry out the operation when carrying out the operation to large-scale circular steel-pipe pile.
3. The utility model discloses a basic vibratory hammer land construction equipment can be connected with circular steel-pipe pile, only needs to adopt the mode of rotatory locking to accomplish and connects, has simple structure, characteristics that the operating efficiency is high.
Drawings
Fig. 1 is a plan view of a basic vibratory hammer land construction apparatus according to an embodiment of the present invention;
fig. 2 is a schematic view of the overall structure of the foundation vibration hammer land construction device clamping the pipe pile provided by the embodiment of the present invention;
fig. 3 is a schematic view of the foundation vibration hammer land construction device provided by the embodiment of the present invention in an initial state for clamping a pipe pile;
fig. 4 is a schematic view of the device turning 90 ° in the process of clamping the tubular pile by the foundation vibration hammer land construction device provided by the embodiment of the present invention;
fig. 5 is a schematic view of the foundation vibration hammer land construction device provided by the embodiment of the present invention clamping a pipe pile;
fig. 6 is a schematic view of the device for rotating the vibration hammer counterclockwise according to the embodiment of the present invention, so that the lifting pin is engaged with the G-shaped lifting hook;
fig. 7 is a schematic view of the vibration hammer clamping duck tongue plate slowly hoisting according to the embodiment of the present invention;
fig. 8 is a schematic view of the vibration hammer clamping duck tongue plate provided in this embodiment of the present invention lifting the tubular pile off the ground and placing the tubular pile at a designated pile position;
fig. 9 is a schematic view of the vibration hammer provided in this embodiment of the present invention being opened to hammer and vibrate the tubular pile into the soil layer;
fig. 10 is a schematic view of the clapper of the holding device of the vibration hammer according to the embodiment of the present invention, wherein the G-shaped lifting hook is rotated clockwise to disengage from the lifting pin;
1-a guide plate; 2-replacing the knock-out plate; 3-trapezoidal rib plates; 4-force transmission cylinder; 5-duck tongue plate; 6-lifting the pin shaft; 7-lifting hook; 8-pipe pile.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention clearer, the technical solutions of the present invention are clearly and completely described below, and it is obvious that the described embodiments are some, but not all embodiments of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by the ordinary person in the art without creative work belong to the protection scope of the present invention.
Unless defined otherwise, technical or scientific terms used herein shall have the ordinary meaning as understood by those of ordinary skill in the art to which the invention belongs. The use of "first," "second," "third," "fourth," and similar terms in the description herein do not denote any order, quantity, or importance, but rather the terms are used to distinguish one element from another. The word "comprising" or "comprises", and the like, means that the element or item listed before the word covers the element or item listed after the word and its equivalents, but does not exclude other elements or items. The terms "connected" or "coupled" and the like are not restricted to physical or mechanical connections, but may include electrical connections, whether direct or indirect.
As shown in fig. 1 and 2, the utility model provides a basic vibratory hammer land construction equipment, including following part:
the diameter of the alternate knockout plate 2 is larger than the outer diameter of the tubular pile 8;
the force transmission cylinder 4 is fixed on the upper end surface of the beating replacing plate 2;
the duck tongue plate 5 is vertically arranged in the cavity of the force transmission barrel 4, the upper end face of the duck tongue plate 5 is higher than the upper end face of the force transmission barrel 4, the duck tongue plate 5 is clamped by the vibration hammer and transmits the vibration energy of the vibration hammer to the force transmission barrel 4, and the force transmission barrel 4 transmits the vibration energy transmitted by the duck tongue plate 5 to the beating replacement plate 2;
the lifting hooks 7 are uniformly assembled on the peripheral wall direction of the replacing beating plate 2, and the lifting hooks 7 are configured to be matched with the lifting pin shafts 6 assembled on the tubular piles 8 to lift the tubular piles 8.
In the utility model discloses an in preferred embodiment, as shown in fig. 2, still include a plurality of deflectors 1, a plurality of deflectors 1 evenly distributed just fix on replacing the lower terminal surface of beating board 2 for the direction placed in the middle when docking with tubular pile 8.
In a preferred embodiment of the present invention, as shown in fig. 2, the guiding plates 1 are in a trapezoid-like structure, and the number of the guiding plates 1 is 6, which are uniformly distributed in the circumferential wall direction of the substituted plate 2.
In a preferred embodiment of the present invention, as shown in fig. 2, the device further comprises a plurality of trapezoidal rib plates 3, and two inclined ends of the trapezoidal rib plates 3 are respectively fixedly connected with the secondary striking plate 2 and the force transmission cylinder 4 to form a triangular structure, so as to improve the stability of the foundation vibration hammer land construction device. The number of the trapezoidal rib plates 3 is 6, and the trapezoidal rib plates are uniformly distributed in the circumferential direction of the secondary beating plate 2.
In a preferred embodiment of the present invention, as shown in fig. 2, the lifting hooks 7 are G-shaped lifting hooks, four in number, and are uniformly welded on the lower end surface of the alternate knock-out plate 2.
In a preferred embodiment of the present invention, as shown in fig. 2, the upper end surface of the duck tongue plate 5 is 300 mm and 700mm higher than the upper end surface of the force transmission cylinder 4, and further 500 mm.
In a preferred embodiment of the present invention, as shown in fig. 2, the instead-beating plate 2 is a circular plate and the force-transmitting cylinder 4 is a circular cylinder.
Based on above-mentioned basic vibratory hammer land construction equipment, the utility model discloses still provide the operating method of device, as shown in fig. 3-10, include the following step:
1) clamping the duck tongue plate 5 by using a vibration hammer, lifting the foundation vibration hammer land construction device, turning the foundation vibration hammer land construction device by the vibration hammer for 90 degrees, and slowly moving the foundation vibration hammer land construction device to the end part of the flat-lying tubular pile 8;
2) the vibration hammer rotates the foundation vibration hammer land construction device anticlockwise or rotates the tubular pile 8 clockwise by means of the foundation vibration hammer land construction device, so that the lifting pin shaft 6 is clamped into the lifting hook 7 (the bottom of the alternate beating plate 2 is directly contacted with the end part of the tubular pile 8 and is used for conducting impact energy);
3) the duck tongue plate 5 is clamped by a vibration hammer to be lifted, and the tubular pile 8 is lifted off the ground and placed at a specified pile foundation position;
4) starting the vibration hammer, and hammering and vibrating the tubular pile 8 into the soil layer through the foundation vibration hammer land construction device;
5) after the construction operation is completed, the vibrating hammer clamps the duck tongue plate 5, the foundation vibrating hammer land construction device is rotated clockwise, the lifting hook 7 is separated from the lifting pin shaft 6, and the vibrating hammer clamps the foundation vibrating hammer land construction device, and the foundation vibrating hammer land construction device is separated from the end part of the tubular pile 8 to perform the operation of the next tubular pile 8.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention in its corresponding aspects.
Claims (6)
1. A foundation vibrohammer land construction device is characterized by comprising the following components:
the diameter of the alternate striking plate (2) is larger than the outer diameter of the tubular pile (8);
the force transmission cylinder (4), the force transmission cylinder (4) is fixed on the upper end face of the beating replacing plate (2);
the duck tongue plate (5) is vertically arranged in the cavity of the force transmission barrel (4), the upper end face of the duck tongue plate (5) is higher than the upper end face of the force transmission barrel (4), the duck tongue plate (5) is clamped by a vibration hammer and transmits vibration energy of the vibration hammer to the force transmission barrel (4), and the force transmission barrel (4) transmits the vibration energy transmitted by the duck tongue plate (5) to the beating replacing plate (2);
lifting hook (7), lifting hook (7) evenly assemble on replacing the perisporium direction of beating board (2), lifting hook (7) are configured as with assemble lifting pin axle (6) cooperation on tubular pile (8) right tubular pile (8) promote the operation.
2. A basic vibrohammer land construction device according to claim 1, characterized by further comprising a plurality of deflectors (1), a plurality of said deflectors (1) being evenly distributed and fixed on the lower end face of the alternate knock plate (2) for centering guidance when in butt joint with the tubular pile (8).
3. The foundation vibration hammer land construction device according to claim 1, further comprising a plurality of trapezoidal rib plates (3), wherein two inclined plane ends of the trapezoidal rib plates (3) are respectively and fixedly connected with the alternate beating plate (2) and the force transmission cylinder (4) to form a triangular structure, so that the stability of the foundation vibration hammer land construction device is improved.
4. Foundation vibrohammer land construction unit according to claim 1, characterized by the fact that the lifting hooks (7) are G-shaped lifting hooks, four in number, uniformly welded on the perimeter wall of the alternate knockout plate (2).
5. The land construction device of the basic vibration hammer as claimed in claim 1, wherein the upper end surface of the duck tongue plate (5) is 300-700mm higher than the upper end surface of the force transmission cylinder (4).
6. Basic vibrohammer land construction installation according to claim 1, characterized by the fact that the alternate beating plate (2) is a circular plate and the force transfer cylinder (4) is a circular cylinder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121574137.XU CN215211028U (en) | 2021-07-12 | 2021-07-12 | Foundation vibration hammer land construction device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121574137.XU CN215211028U (en) | 2021-07-12 | 2021-07-12 | Foundation vibration hammer land construction device |
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| Publication Number | Publication Date |
|---|---|
| CN215211028U true CN215211028U (en) | 2021-12-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121574137.XU Active CN215211028U (en) | 2021-07-12 | 2021-07-12 | Foundation vibration hammer land construction device |
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| CN (1) | CN215211028U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113389199A (en) * | 2021-07-12 | 2021-09-14 | 中国石油大学(北京) | Foundation vibration hammer land construction device and operation method thereof |
| CN116497817A (en) * | 2023-04-26 | 2023-07-28 | 江苏安腾工程机械有限公司 | Auxiliary straightening type vibrating hammer |
-
2021
- 2021-07-12 CN CN202121574137.XU patent/CN215211028U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113389199A (en) * | 2021-07-12 | 2021-09-14 | 中国石油大学(北京) | Foundation vibration hammer land construction device and operation method thereof |
| CN116497817A (en) * | 2023-04-26 | 2023-07-28 | 江苏安腾工程机械有限公司 | Auxiliary straightening type vibrating hammer |
| CN116497817B (en) * | 2023-04-26 | 2023-11-21 | 江苏安腾工程机械有限公司 | Auxiliary straightening type vibrating hammer |
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