CN210684706U - Be used for PHC tubular pile to dig instrument of fetching earth soon - Google Patents
Be used for PHC tubular pile to dig instrument of fetching earth soon Download PDFInfo
- Publication number
- CN210684706U CN210684706U CN201921315003.9U CN201921315003U CN210684706U CN 210684706 U CN210684706 U CN 210684706U CN 201921315003 U CN201921315003 U CN 201921315003U CN 210684706 U CN210684706 U CN 210684706U
- Authority
- CN
- China
- Prior art keywords
- connecting rod
- soil
- cover wire
- sampling dish
- phc tubular
- 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
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a PHC tubular pile rotary digging and soil taking tool, which comprises a soil taking disc, a plurality of connecting rods, three groups of sleeves and a plurality of levers; the utility model discloses a soil sampling dish, including soil sampling dish connecting rod, soil sampling dish, connecting rod, cover wire, the cover wire is connected through the cover wire between soil sampling dish connecting rod and the connecting rod, the cover wire is connected between the connecting rod, the cover wire is connected to the top side of soil sampling dish connecting rod and connecting rod both ends end side respectively retreat 50mm department vertical fixation and have the sleeve pipe, the sleeve pipe is 60 each other, and the range of layering stack is arranged, the cover wire cup joints the lever in the sleeve pipe. The utility model discloses the instrument is light, ann tears simply open, and is more convenient, more energy-conserving.
Description
Technical Field
The utility model belongs to instrument for the construction, concretely relates to be used for PHC tubular pile to dig instrument of fetching earth soon.
Background
With the development of reform and open and economic construction, pretensioned prestressed concrete pipe piles (PHC pipe piles for short) are beginning to be applied to railway systems in large quantities and are expanded to the fields of industrial and civil buildings, municipal works, metallurgy, ports, highways and the like. In Yangtze river delta and Zhujiang delta areas, the demand of the pipe pile is increased greatly due to the fact that geological conditions are suitable for the use characteristics of the pipe pile. The pretensioned prestressed concrete pipe pile is developed rapidly because of its advantages of strong load capacity, small settlement deformation and high efficiency.
The PHC tubular pile is a hollow cylindrical body elongated concrete prefabricated component manufactured by adopting a pretensioning method prestress process and a centrifugal forming method, and mainly comprises a cylindrical pile body, an end plate, a steel ferrule and the like. During construction, two pile sinking modes, namely a hammering method and a static pressure method, are mainly adopted, more open pile tips (shoes) are adopted in an offshore area, a soil squeezing effect is generated during pile sinking, and the inner cavity of a pile body is plugged by a soil body after the open pile tips (shoes) sink into a soil layer.
In order to effectively prevent the foundation from floating upwards and ensure the integral cooperative work of the foundation and a pile foundation, before the reinforcement of a raft foundation is bound, a supporting plate is arranged in the pile top and a reinforcement cage is placed in the pile top, and then micro-expansion concrete core filling pouring is adopted, so that the connection of a pipe pile and the foundation is ensured. Therefore, after the earth is excavated to the designed elevation and the pipe pile is exposed, the core filling soil in the pipe pile hole needs to be cleaned, the mechanical soil excavation is limited by the inner diameter of the pile core and the soil excavation depth, and the soil cleaning is carried out by machines of different models.
Disclosure of Invention
The purpose of the invention is as follows: the utility model aims to provide a not enough to prior art, provide one kind and be used for PHC tubular pile to dig the instrument of fetching earth soon.
The technical scheme is as follows: the utility model relates to a be used for PHC tubular pile to dig the instrument of fetching earth soon, including fetching earth dish, a plurality of connecting rods, three sets of sleeves and a plurality of levers; the utility model discloses a soil sampling dish, including soil sampling dish connecting rod, soil sampling dish, connecting rod, cover wire, the cover wire is connected through the cover wire between soil sampling dish connecting rod and the connecting rod, the cover wire is connected between the connecting rod, the cover wire is connected to the top side of soil sampling dish connecting rod and connecting rod both ends end side respectively retreat 50mm department vertical fixation and have the sleeve pipe, the sleeve pipe is 60 each other, and the range of layering stack is arranged, the cover wire cup joints the lever in the sleeve pipe.
Preferably, the soil sampling disc connecting rod is a galvanized steel pipe with the outer diameter not less than 30mm and the length not less than 500mm, and the outer diameter of the right circular structure of the soil sampling disc is 5mm smaller than the inner diameter of the PHC tubular pile.
Preferably, the length of the filament head is 30 mm.
Preferably, the connecting rod is a galvanized steel pipe with the diameter not less than 30mm and the length is 1500 mm.
Preferably, the angle of inclination of the semicircular structure itself to the horizontal is 10 °.
Has the advantages that: (1) the utility model connects the connecting rod of the soil-taking disc with the connecting rod through the mantle fiber, inserts the lever into the mantle tube at the top end of the connecting rod to rotate the soil-taking disc clockwise, cuts the filled soil through the included angle of the disc, and promotes the soil-taking; when the length of a single connecting rod does not meet the rotary digging depth, a connecting rod is added through a mantle fiber until the soil taking depth is met, the utility model is suitable for hollow pipe piles with different soil taking depths, almost no transport tool or power supply is needed, and the hollow pipe pile is more convenient and energy-saving;
(2) the utility model has the advantages of simple structure, the instrument is light, the ann tears simple, low cost open to but recycle can improve the efficiency of fetching earth.
Drawings
Fig. 1 is a schematic structural view of the soil sampling tool of the present invention.
In the figure, 1-soil taking disc, 2-mantle fiber, 3-mantle fiber, 4-connecting rod, 5-silk head and 6-lever.
Detailed Description
The technical solution of the present invention is described in detail below with reference to the accompanying drawings, but the scope of the present invention is not limited to the embodiments.
Example (b): a rotary digging and soil taking tool for PHC tubular piles comprises a soil taking disc 1, a plurality of connecting rods 4, three groups of sleeves 3 and a plurality of levers 6; the utility model discloses a two-part soil borrowing plate, including soil borrowing plate 1, two-part soil borrowing plate connecting rod, two, semicircle type structure, two, and the outside at the both ends of connecting rod 4 all is equipped with silk head 5, the outside diameter of soil borrowing plate 1's semicircle structure is separated into two semicircle type structure along its diameter, adopts the steel sheet that 2mm is thick, the external diameter of soil borrowing plate 1's semicircle structure is less than 5mm than the internal diameter of PHC tubular pile, semicircle type structure is fixed in the lower end of soil borrowing plate connecting rod with its diameter limit middle part, soil borrowing plate connecting rod 4 is the external diameter and is not less than 30mm, and length is not less than 500 mm's galvanized steel pipe, two semicircle type structure is located soil borrowing plate connecting rod's symmetry both sides respectively, forms 15 ° -20 contained angles, semicircle type structure self is 10 with the inclination of horizontal plane, soil borrow, the length of silk head 5 is 30mm, it is connected its closely adjacent silk head 5 through mantle fiber 2 to connect between borrowing dish connecting rod and the connecting rod 4, connects through mantle fiber 2 between two adjacent connecting rods 4, the top side of borrowing dish connecting rod and the connecting rod 4 both ends end side respectively move back 50mm department vertical fixation and have sleeve pipe 3, sleeve pipe 3 is 60 each other, and the layering stack is arranged, the sleeve pipe 3 has cup jointed lever 6, and lever 6 uses with the sleeve pipe is supporting, can be long short, according to borrowing intensity regulation length and quantity, when only borrowing dish connecting rod, lever 6 is used for rotatory borrowing instrument to carry out the operation of borrowing, when adding the connecting rod, is connected connecting rod and borrowing dish connecting rod fixedly through the lever on the control connecting rod, utilizes the lever on the connecting rod to rotate the operation of borrowing instrument to carry out the operation of borrowing again after the fixed completion.
The utility model discloses can carry out the length of adjusting the instrument of fetching earth correspondingly along with the constantly changing of the degree of depth of fetching earth, make its concrete use that is suitable for the scene of fetching earth.
When the soil-taking disc in the utility model is manufactured, the mountain-lower position relationship of the two semicircular discs is noticed, and the sinking and rotating direction of the soil-taking disc is clockwise; secondly, connecting rods of the soil taking disc are connected with the connecting rods through the threading, the lever is inserted into a sleeve at the top ends of the connecting rods to rotate the soil taking disc clockwise, core filling soil is cut through the included angle of the soil taking disc, soil taking is promoted, and when the length of a single connecting rod does not meet the rotary digging depth, a connecting rod is added through the threading until the soil taking depth is met; and finally, after the construction is finished, only the lever, the connecting rod and the soil taking disc are needed to be detached and recycled one by one.
As mentioned above, although the present invention has been shown and described with reference to certain preferred embodiments, it should not be construed as limiting the invention itself. Various changes in form and detail may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (5)
1. A rotary digging and soil taking tool for PHC tubular piles is characterized by comprising a soil taking disc, a plurality of connecting rods, three groups of sleeves and a plurality of levers; the utility model discloses a soil sampling dish, including soil sampling dish connecting rod, soil sampling dish, connecting rod, cover wire, the cover wire is connected through the cover wire between soil sampling dish connecting rod and the connecting rod, the cover wire is connected between the connecting rod, the cover wire is connected to the top side of soil sampling dish connecting rod and connecting rod both ends end side respectively retreat 50mm department vertical fixation and have the sleeve pipe, the sleeve pipe is 60 each other, and the range of layering stack is arranged, the cover wire cup joints the lever in the sleeve pipe.
2. The rotary excavating soil taking tool for the PHC pipe pile as claimed in claim 1, wherein the soil taking disc connecting rod is a galvanized steel pipe with an outer diameter not less than 30mm and a length not less than 500mm, and the outer diameter of the right circular structure of the soil taking disc is 5mm smaller than the inner diameter of the PHC pipe pile.
3. The PHC tubular pile rotary excavating and soil taking tool for the PHC tubular pile as claimed in claim 1, wherein the length of the screw head is 30 mm.
4. The PHC tubular pile rotary excavating and soil taking tool as claimed in claim 1, wherein the connecting rod is a galvanized steel pipe with a diameter not less than 30mm and a length of 1500 mm.
5. The PHC tubular pile rotary excavating and soil taking tool for the PHC tubular pile as claimed in claim 1, wherein the inclination angle of the semicircular structure with the horizontal plane is 10 degrees.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921315003.9U CN210684706U (en) | 2019-08-14 | 2019-08-14 | Be used for PHC tubular pile to dig instrument of fetching earth soon |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921315003.9U CN210684706U (en) | 2019-08-14 | 2019-08-14 | Be used for PHC tubular pile to dig instrument of fetching earth soon |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210684706U true CN210684706U (en) | 2020-06-05 |
Family
ID=70886074
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921315003.9U Active CN210684706U (en) | 2019-08-14 | 2019-08-14 | Be used for PHC tubular pile to dig instrument of fetching earth soon |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210684706U (en) |
-
2019
- 2019-08-14 CN CN201921315003.9U patent/CN210684706U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105887806A (en) | Assembled type underground diaphragm wall and construction method thereof | |
| CN101812843B (en) | Centre grouted poured post-grouting pile construction methods, and grouter and grout injector used thereby | |
| CN109137915B (en) | Pile plate type roadbed pipe pile dry-digging implantation module structure and construction method thereof | |
| CN101255691B (en) | Construction method for complete casing tube thin wall filling pile and movable internal mold | |
| CN208933955U (en) | Organizational pile foundation structure suitable for coral reef geology | |
| CN214245694U (en) | Pile forming system for large-diameter cast-in-situ bored pile in karst area | |
| CN210684706U (en) | Be used for PHC tubular pile to dig instrument of fetching earth soon | |
| CN209923952U (en) | Miniature anti-slide pile of soil slope makes up reinforced structure | |
| CN110080216B (en) | Water storage system utilizing supporting tubular piles and construction method thereof | |
| CN2509232Y (en) | Long-corn cement soil combined piles | |
| CN106703023B (en) | A kind of four wing prefabricated pile of hydraulic paddle type mill and its construction method | |
| CN102286971A (en) | Concrete-filled steel tube core column socketed pile | |
| CN212716449U (en) | Auxiliary type double-cylinder drill bit | |
| CN212200402U (en) | One shot forming PHC tubular pile prevents frostbite and expands drilling equipment | |
| CN209975507U (en) | Upper-section drainage and lower-section non-drainage combined prefabricated pipe pile | |
| CN208907218U (en) | A kind of empty van sea wall structure crossed over and protect underground utilities | |
| CN208251078U (en) | A kind of bottom-expanding sinking-pipe pilework | |
| CN207700198U (en) | A kind of advanced support supporting construction | |
| CN208088290U (en) | Organizational pile foundation structure | |
| CN208379624U (en) | A kind of miscellaneous native composite foundation structure of backfill | |
| CN202266065U (en) | Heliostat pillar | |
| CN210946815U (en) | From depositing native heliciform stake core instrument of drawing soil | |
| CN201943071U (en) | Implantable steel tube anchor rod with stabs | |
| CN106638572A (en) | Overlength stiffening core cast-in-place pile construction method | |
| CN201268857Y (en) | Soil shovel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |