CN215906743U - Tamping tool and tamping equipment - Google Patents
Tamping tool and tamping equipment Download PDFInfo
- Publication number
- CN215906743U CN215906743U CN202121875303.XU CN202121875303U CN215906743U CN 215906743 U CN215906743 U CN 215906743U CN 202121875303 U CN202121875303 U CN 202121875303U CN 215906743 U CN215906743 U CN 215906743U
- Authority
- CN
- China
- Prior art keywords
- sleeve
- compaction
- tamping
- breaking hammer
- excavator
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Road Paving Machines (AREA)
Abstract
The utility model relates to the technical field of building construction, and discloses a tamping tool and tamping equipment. This real instrument includes clamp plate and sleeve, wherein: the bottom surface of the pressing plate is of a plane structure for compaction; the central axis of the sleeve is vertical to the bottom surface of the pressing plate, the bottom end of the sleeve is fixedly connected with the upper surface of the pressing plate, and an inner hole in the top end of the sleeve is matched with the bottom end of the breaking hammer pick. The tamping equipment comprises an excavator cab, an excavator breaking hammer and the tamping tool, wherein the excavator breaking hammer is detachably connected with a sleeve of the tamping tool. The compaction tool and the compaction equipment provided by the utility model can compact a small-area and ensure that the compaction strength reaches the standard.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a tamping tool and tamping equipment.
Background
With the vigorous advance of national infrastructure and house construction, the problem of insufficient backfill compaction strength of roadbeds and various foundations is increasingly highlighted.
It is worth noting that the areas with more problems are small-area areas, the space is narrow, large-scale compacting machinery is not easy to unfold, and the compacting strength is difficult to guarantee by small-scale compacting machinery or manual compacting.
Moreover, in-site cities, more projects are needed, land resources are short, foundation pits are generally deep, the size of a fertilizer tank is limited, and effective tamping cannot be performed, and particularly in places with small corners, small machines are difficult to unfold, or effective tamping cannot be performed, or the problems that tamping efficiency is too low, labor and time are wasted exist.
Therefore, how to compact a small area and ensure that the compaction strength reaches the standard is a technical problem to be solved urgently by those skilled in the art at present.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model aims to provide a tamping tool and a tamping device, which can compact a small area and ensure that the compaction strength reaches the standard.
In order to achieve the purpose, the utility model provides the following technical scheme:
a compaction tool comprising a platen and a sleeve, wherein:
the bottom surface of the pressing plate is of a plane structure for compaction;
the central axis of the sleeve is perpendicular to the bottom surface of the pressing plate, the bottom end of the sleeve is fixedly connected with the upper surface of the pressing plate, and an inner hole in the top end of the sleeve is matched with the bottom end of the breaking hammer pick.
Optionally, in the tamping tool described above, the press plate is a circular press plate or a square press plate.
Optionally, in the tamping tool, a thickness of the pressing plate ranges from 1.5mm to 3 mm.
Optionally, in the tamping tool described above, the thickness of the sidewall of the sleeve ranges from 4mm to 6 mm.
Optionally, in the tamping tool, the bottom end of the inner hole of the sleeve is tapered to fit the bottom end of the breaking hammer.
Optionally, in the tamping tool, the tamping tool further includes a stiffening rib plate, a side edge of the stiffening rib plate is fixedly connected with the outer side of the bottom end of the sleeve, and a bottom edge of the stiffening rib plate is fixedly connected with the pressing plate.
Optionally, in the tamping tool, the reinforcing rib plates are provided in plurality and are uniformly arranged around the central axis of the sleeve.
A compaction apparatus comprising an excavator cab, an excavator hammer, and a compaction tool as hereinbefore described, the excavator hammer being detachably connectable to a sleeve of the compaction tool.
Optionally, in the tamping apparatus, the drill rod of the excavator breaking hammer and the sleeve of the tamping tool are fixedly connected by a steel wire rope.
Optionally, in the tamping device, a drill rod of the excavator breaking hammer and a sleeve of the tamping tool are respectively provided with a hanging ring for fixing the steel wire rope.
According to the technical scheme, when the compaction tool and the compaction equipment provided by the utility model are used for compaction treatment, the impact force of the breaking hammer can be utilized to act on the pressing plate so as to compact the base layer, so that the compaction quality of the roadbed and various foundations is improved, and the risks of later pavement cracking and uneven settlement of various foundations are reduced. In addition, the tamping tool is matched with a breaking hammer of an excavator for use, so that the maneuvering and flexible capacity of the excavator can be utilized, the compaction operation can be conveniently carried out at narrow space and rugged and uneven terrain, the tamping tool is not only suitable for foundations with relatively flat terrain, but also suitable for roadbeds and various foundations with relatively large gradients and needing compaction, and the application range is very wide. In addition, because the crushing cone and the tamping tool are small in size, and the excavator is flexible, the tamping tool and the tamping equipment provided by the utility model can be used for quickly tamping in a small range, and the compaction force can be adjusted and controlled, so that the compaction strength can be guaranteed to reach the standard.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a side view of a compaction apparatus provided by an embodiment of the present invention;
FIG. 2 is a top view of a compaction tool provided by an embodiment of the present invention;
figure 3 is a side cross-sectional view of a tamping tool provided in accordance with an embodiment of the present invention.
Wherein:
1-pressing plate, 2-sleeve and 3-stiffening rib plate.
Detailed Description
The utility model discloses a tamping tool and tamping equipment, which can be used for compacting a small-area and ensuring that the compacting strength reaches the standard.
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1 to 3, a tamping tool according to an embodiment of the present invention includes a pressing plate 1 and a sleeve 2. Wherein: the bottom surface of the pressing plate 1 is of a plane structure for compaction; the central axis of the sleeve 2 is vertical to the bottom surface of the pressing plate 1, the bottom end of the sleeve 2 is fixedly connected with the upper surface of the pressing plate 1, and an inner hole in the top end of the sleeve 2 is matched with the bottom end of the breaking hammer pick (namely the bottom end of the drill rod). The 'adaptation' means that the bottom end of the breaking hammer pick head can be conveniently and smoothly inserted into the sleeve 2, and the breaking hammer pick head does not shake, incline and can be detached. In a preferred embodiment, the inner diameter of the sleeve 2 is 2mm larger than the shank diameter.
Specifically, the pressing plate 1 is preferably a steel plate, and the sleeve 2 is preferably a steel sleeve. Alternatively, in other embodiments, other materials for the platen and sleeve may be used depending on the application.
Specifically, the pressure plate 1 and the sleeve 2 are fixedly connected through welding. Alternatively, in other embodiments, the pressure plate 1 and the sleeve 2 may be fixedly connected by other connecting structures, such as a lug plate structure and bolts, and a flange structure and bolts.
Specifically, the platen 1 is a circular platen or a square platen. If the pressing plate 1 is a circular pressing plate, the diameter of the pressing plate preferably ranges from 100mm to 400mm, such as 150mm, 200mm and 250 mm; if the pressing plate 1 is a square pressing plate, the side length thereof preferably ranges from 100mm to 400mm, such as 150mm, 200mm, and 250 mm. And, according to the principle that the smaller the stress area is, the greater the pressure intensity is, the higher the requirement on the compaction degree is, the smaller the area of the pressing plate selected in the tamping tool is.
Specifically, the thickness of the pressing plate 1 ranges from 1.5mm to 3mm (preferably 2 mm); the thickness of the side wall of the sleeve 2 ranges from 4mm to 6mm (preferably 5 mm).
Preferably, the bottom end of the inner bore of the sleeve 2 is provided as a tapered bore (a tapered through bore or a tapered blind bore) adapted to the bottom end of the breaking hammer.
Furthermore, still include stiffening rib plate 3 among the above-mentioned tamping tool, the side of stiffening rib plate 3 links firmly with the bottom outside of sleeve 2, and the base of stiffening rib plate 3 links firmly with clamp plate 1. For example, referring to fig. 2 and 3, the plurality of reinforcing ribs 3 are provided and arranged uniformly around the central axis of the sleeve 2.
The embodiment of the utility model also provides tamping equipment which comprises an excavator cab, an excavator breaking hammer and the tamping tool, wherein the excavator breaking hammer is detachably connected with the sleeve 2 of the tamping tool.
Specifically, hanging rings are respectively additionally arranged on the side surface of the breaking hammer of the excavator and the sleeve 2 of the tamping tool. When the tamping tool is installed on the breaking hammer pick head, the steel wire rope is firstly sleeved into the hanging ring, and then the drill rod of the breaking hammer of the excavator and the sleeve 2 of the tamping tool are bound and fixedly connected through the steel wire rope, so that the steel wire rope can be fixed, and the tamping tool can be prevented from falling off accidentally.
It should be noted that the excavator breaking hammer is a construction machine. When the tamping tool is not installed, the static pressure of liquid is used as power to drive the piston to reciprocate in the working process of the breaking hammer of the excavator, the breaking hammer pick head is impacted at a high speed in the piston stroke, and the breaking hammer pick head breaks solid such as ore, concrete and the like. After the breaking hammer of the excavator is provided with the tamping tool, the hydrostatic pressure drives the piston to reciprocate, so that the breaking hammer pick drives the tamping tool to compact (i.e. tamp) a target position.
During construction, the tamping tool is installed at the bottom end of the breaking hammer (namely the bottom end of the breaking hammer pick head) of the excavator, and after the tamping tool is installed, the breaking hammer pick head is perpendicular to the bottom surface of the pressing plate. Specifically, the construction process of the tamping tool and the tamping equipment is as follows:
a) inserting a breaking hammer drill rod into the steel sleeve;
b) the breaking hammer and the compaction tool are firmly connected by using a steel wire rope;
c) placing a compaction tool at a location where compaction is desired;
d) and starting a breaking hammer to hammer and compact the part.
In summary, the compaction tool provided by the embodiment of the utility model and the compaction equipment consisting of the excavator cab, the excavator breaking hammer and the compaction tool can utilize the impact force of the breaking hammer to act on the pressing plate so as to compact the base layer, thereby improving the compaction quality of the roadbed and various foundations, and reducing the risks of later pavement cracking and uneven settlement of various foundations. In addition, the tamping tool is matched with a breaking hammer of an excavator for use, so that the maneuvering and flexible capacity of the excavator can be utilized, the compaction operation can be conveniently carried out at narrow space and rugged and uneven terrain, the tamping tool is not only suitable for foundations with relatively flat terrain, but also suitable for roadbeds and various foundations with relatively large gradients and needing compaction, and the application range is very wide. In addition, because the crushing cone and the tamping tool are small in size, and the excavator is flexible, the tamping tool and the tamping equipment provided by the utility model can be used for quickly tamping in a small range, and the compaction force can be adjusted and controlled, so that the compaction strength can be guaranteed to reach the standard.
Finally, it should also be noted that, in this document, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the utility model. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (10)
1. A compaction tool comprising a pressure plate (1) and a sleeve (2), wherein:
the bottom surface of the pressing plate (1) is of a plane structure for compaction;
the central axis of sleeve (2) with the bottom surface of clamp plate (1) is perpendicular, the bottom of sleeve (2) with the upper surface of clamp plate (1) links firmly, the top hole and the broken hammer pick bottom adaptation of sleeve (2).
2. The compaction tool according to claim 1, wherein the pressure plate (1) is a circular pressure plate or a square pressure plate.
3. The compaction tool according to claim 1, wherein the thickness of the pressure plate (1) ranges from 1.5mm to 3 mm.
4. The compaction tool according to claim 1, wherein the thickness of the side wall of the sleeve (2) ranges from 4mm to 6 mm.
5. The compaction tool according to any one of claims 1 to 4, wherein the bottom end of the inner bore of the sleeve (2) is tapered to fit the bottom end of the breaking hammer.
6. The compaction tool according to any one of claims 1 to 4, further comprising a stiffening rib (3), wherein the side edge of the stiffening rib (3) is fixedly connected with the outer side of the bottom end of the sleeve (2), and the bottom edge of the stiffening rib (3) is fixedly connected with the pressure plate (1).
7. The compaction tool according to claim 6, wherein the stiffening ribs (3) are provided in plurality and are evenly arranged around the central axis of the sleeve (2).
8. A compaction apparatus comprising an excavator cab, an excavator breaking hammer and a compaction tool according to any one of claims 1 to 7, the excavator breaking hammer being detachably connected to a sleeve (2) of the compaction tool.
9. The compaction apparatus according to claim 8, wherein the drill rod of the excavator breaking hammer and the sleeve (2) of the compaction tool are fixedly connected by a wire rope.
10. The compaction apparatus according to claim 9, wherein the drill rod of the excavator breaking hammer and the sleeve (2) of the compaction tool are provided with a suspension loop for fixing the wire rope, respectively.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202121875303.XU CN215906743U (en) | 2021-08-11 | 2021-08-11 | Tamping tool and tamping equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202121875303.XU CN215906743U (en) | 2021-08-11 | 2021-08-11 | Tamping tool and tamping equipment |
Publications (1)
Publication Number | Publication Date |
---|---|
CN215906743U true CN215906743U (en) | 2022-02-25 |
Family
ID=80291169
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202121875303.XU Active CN215906743U (en) | 2021-08-11 | 2021-08-11 | Tamping tool and tamping equipment |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN215906743U (en) |
-
2021
- 2021-08-11 CN CN202121875303.XU patent/CN215906743U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105714773B (en) | A kind of method for processing foundation | |
CN102733377B (en) | Method for constructing concrete pile | |
CN103161155A (en) | Pile machine special for immersed tube pressure filling pile, using method thereof and application thereof | |
CN113417277A (en) | Tamping tool and tamping equipment | |
CN215906743U (en) | Tamping tool and tamping equipment | |
CN112343045A (en) | Static pressure pipe pile sinking device with recyclable pile tip and construction method | |
US9062431B2 (en) | Device and method for soil compaction and/or soil stabilization | |
KR100927324B1 (en) | Construction method and device for compacting ground using hydraulic hammer for pile driving on crane | |
CN112240022A (en) | Construction method and construction equipment for static pressure immersed tube pile | |
CN112431208A (en) | Construction method for deep foundation pit supporting by adopting component type force transmission belt | |
CN1148493C (en) | Construction method of large-diameter fully-sleeved filled pile | |
CN212670554U (en) | Full-casing hydraulic hammering soil-squeezing cast-in-place pile device | |
CN210684843U (en) | Earth pillar foot corner tamper for excavator | |
CN210238473U (en) | Backfill device | |
CN212129138U (en) | Underground pile foundation demolishs device | |
CN213952217U (en) | Static pressure pipe pile sinking device with recyclable pile tip | |
CN219011208U (en) | Precast pile installation device | |
CN203334264U (en) | Static pressure rammer slant preventing rammer head | |
CN209854722U (en) | Pile pulling device | |
CN2283679Y (en) | Tamping hammer | |
CN111501818B (en) | Cement rod foundation for soft soil area and construction method thereof | |
CN111058439B (en) | Construction method of immersed tube rock-socketed cast-in-place pile | |
CN212642646U (en) | Cover for construction of drilling bored concrete pile impactor | |
CN1053723C (en) | Punched pressure-pipe type rammed rubble pile construction method | |
CN214463868U (en) | Conical punch hammer for rotary excavating and punching composite dry-method pore-forming in earth and rock high backfill area |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |