CN218466568U - Firm type stake is used to engineering - Google Patents
Firm type stake is used to engineering Download PDFInfo
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- CN218466568U CN218466568U CN202222704320.8U CN202222704320U CN218466568U CN 218466568 U CN218466568 U CN 218466568U CN 202222704320 U CN202222704320 U CN 202222704320U CN 218466568 U CN218466568 U CN 218466568U
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Abstract
The utility model particularly discloses a firm type stake pole for engineering, including the stake, the stake lower extreme is provided with the stake awl, the fixed mounting disc that has been adorned in stake awl outside upper end, the slope of the below direction outside of mounting disc installs a plurality of firm stake, a plurality of firm stake all upper ends pass the mounting disc surface and lock from top to bottom through two nuts, a plurality of firm stake side is evenly opened has the arc wall, a plurality of arc wall axial lower extreme direction sets up to right angle structure, is located right angle department in a plurality of the arc wall and all articulates and installs the pawl, a plurality of pawl upper end bending outwards stretches out, a plurality of pawl rotates spacing through the right angle of arc wall; the utility model discloses increase a plurality of firm piles in the stake awl outside, be equipped with a plurality of claws that fall on firm pile, firm pile and the claw that falls have all increased the face of grabbing in the ground, make stake awl and firm pile fix totally and go on reverse hooking after the picture and increase the steadiness to improve the steadiness of whole stake pole.
Description
Technical Field
The utility model belongs to the technical field of building engineering equipment, concretely relates to engineering is with firm type stake pole.
Background
Pile rods are also called pile foundations, which are an ancient foundation type, and the piling technology has gone through the development process of thousands of years. The development of pile foundation materials and pile types, or pile machinery and construction methods is huge, and a modern foundation engineering system is formed; in some cases, the adoption of the pile foundation can greatly reduce the workload and the material consumption of a construction site, and the deep foundation consisting of the pile and a pile bearing platform (bearing platform for short) connected with the pile top or the single pile foundation connected with the pile foundation by the column is called the pile foundation for short; when the pile foundation is constructed, the pile foundation needs to be buried in soil, if the pile body is completely buried in the soil and the bottom surface of the bearing platform is in contact with the soil body, the pile foundation is called a low bearing platform pile foundation, and if the upper part of the pile body is exposed out of the ground and the bottom of the bearing platform is positioned above the ground, the pile foundation is called a high bearing platform pile foundation; at present, most of pile foundations are drilled with deep holes on a foundation through a rotary drilling rig, and then are subjected to cement pouring after reinforcing steel bars are directly inserted into the holes, so that the mode is short in service life generally and is greatly influenced by crust change.
Patent application No. CN202020763901.7, the content of which is: the utility model belongs to the technical field of building pile, especially, be a building pile for building engineering, including the stake, the bottom integrated into one piece of stake has the inflation post, the bottom surface integrated into one piece of inflation post has the stake awl, the lateral wall integrated into one piece of stake has the roof-rack, the side of roof-rack is erect through the pivot has the auxiliary revolving rack, the side surface gomphosis of auxiliary revolving rack has placed the accessory plate, the outer wall cup jointed sleeve of accessory plate, auxiliary revolving rack and roof-rack, the top of accessory plate is located the outer wall gomphosis of stake and has placed the spacing ring; stake in this building pile, sleeve are components of a whole that can function independently structure, and supplementary revolving rack top produces deformation when telescopic inner wall avoids the sleeve to punch a hole, and supplementary revolving rack can deflect and the separation of sleeve inner wall through the pivot, and the gomphosis groove makes and preserves certain interval between accessory plate and the stake, moves back the position groove and is convenient for the staff to pull out the accessory plate, and the stake of being convenient for, the separation is accomplished to the sleeve, and the sleeve is kept somewhere and is avoided being filled once more by earth in the hole in ground inside.
Above-mentioned patent has realized the direct mount of profiled pile post, but the steadiness of single stake structure in the ground is poor, and the stake is not strong in the ground holding power, especially to high-rise building, leads to the infrastructure unstability easily, the poor scheduling problem of the shock resistance in house.
SUMMERY OF THE UTILITY MODEL
In order to overcome the not enough that exists among the prior art, the utility model provides an engineering is with firm type stake pole solves above-mentioned technical problem, the utility model discloses a technical scheme be:
the utility model provides an engineering is with firm type stake, includes the stake, the stake lower extreme is provided with the stake awl, the fixed cover in stake awl outside upper end has the mounting disc, a plurality of firm stake are installed in the slope of the direction outside under the mounting disc, and is a plurality of firm stake is all passed the mounting disc surface and is locked from top to bottom through two nuts, and is a plurality of firm stake side is evenly opened there is the arc wall, and is a plurality of arc wall axial lower extreme direction sets up to the right angle structure, and is a plurality of lie in the arc wall and all articulate in the right angle department and install the pawl, and is a plurality of pawl upper end is crooked outwards stretched out, and is a plurality of the pawl is rotated spacingly through the right angle of arc wall.
Preferably, the included angle a between a plurality of the stabilizing piles and the pile cone is required to be 30-45 °.
Preferably, the pile is a hollow structure, and cement is poured into the pile.
Preferably, the pile awl and the pile are of an integrated structure, and the outer diameter of the pile awl is smaller than that of the pile.
Preferably, the number of the stabilizing piles is at least 6.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model discloses increase a plurality of firm piles in the stake awl outside, the angle scope sets up to 30 to 45 firm stake convenient slope installation in the ground, during the installation through dig the rig soon and bore get the stake hole after, will the utility model discloses below is inserted to stake hole bottom, make stake awl and a plurality of firm stake insert behind stake hole bottom, weld and water steps such as concrete on the stake pole again, be equipped with a plurality of claws that fall on the firm stake, after firm stake is installed, the power of outwards extracting to the stake pole makes the claw of falling expand in the ground, it is spacing along with the external force more, it is 90 to expand to fall the claw spacing right angle position and carry on spacingly to make firm stake and the claw of falling all increase the face of grabbing in the ground, make stake awl and firm stake fix the backward hook increase after picture completely, thereby improve the steadiness of whole stake pole.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention;
fig. 2 is a schematic structural view of a stabilizing pile in an embodiment of the present invention;
fig. 3 is a schematic structural view illustrating the expansion of the inverted claw of the stabilizing pile according to the embodiment of the present invention;
the embodiment of the utility model mainly comprises the following component symbols:
pile-1, pile cone-2, mounting plate-3, stabilizing pile-4, arc-shaped groove-41 and inverted claw-42.
Detailed Description
The present invention will be further described with reference to the following specific embodiments.
As shown in fig. 1, a firm type stake pole is used to engineering, including stake 1, 1 lower extreme of stake is provided with stake awl 2, the fixed cover in 2 outside upper ends of stake awl has mounting disc 3, a plurality of firm stake 4 are installed in the slope of 3 below outside of mounting disc, and are a plurality of firm 3 surfaces of mounting disc are passed to the equal upper end of stake 4 and are locked from top to bottom through two nuts, and are a plurality of 4 sides of firm stake are evenly opened there is arc wall 41, and are a plurality of 41 axial lower extreme directions of arc wall set up to the right angle structure, and are a plurality of it installs pawl 42 that fall to lie in the equal articulated of right angle department in arc wall 41, and is a plurality of pawl 42 upper end bending outwards stretches out, and is a plurality of pawl 42 rotates spacingly through the right angle of arc wall 41.
As shown in fig. 2 and 3, the included angle a between a plurality of the stabilization piles 4 and the pile cones 2 is required to be 30 ° to 45 °.
The utility model discloses increase a plurality of firm piles 4 in the 2 outside of stake awl, the angle scope sets up to 30 to 45 firm stake 4 convenient slope installation in the ground, during the installation after boring the stake hole through digging the rig soon, will the utility model discloses below is planted to stake hole bottom, makes stake awl 2 and a plurality of firm stake 4 plant in stake hole bottom back, again welds and waters steps such as concrete on the stake pole, is equipped with a plurality of claws 42 that fall on firm stake 4, after firm stake 4 is installed, the power of outwards extracting makes claw 42 that falls expand in the ground to the stake pole, along with the external force is big more, claw 42 that falls is spacing to expand at the right angle position and is 90 and carry on spacingly to make firm stake 4 and fall claw 42 and all increased the face of grabbing in the ground, make stake awl 2 and firm stake 4 fix backward hooking behind the picture completely and increase the steadiness, thereby improve the steadiness of whole stake pole.
The pile cone 2 and the pile column 1 are of an integrally formed structure, and the outer diameter of the pile cone 2 is smaller than that of the pile column 1; the number of the stabilizing piles 4 is at least 6.
The utility model discloses to utilize the firm principle of root to increase the stability of whole stake, simple and practical.
The above description is only a preferred embodiment of the present invention, and it should be noted that: for those skilled in the art, without departing from the principle of the present invention, a plurality of modifications and decorations can be made, and these modifications and decorations should also be regarded as the protection scope of the present invention.
Claims (5)
1. The utility model provides a firm type stake for engineering, includes the stake, its characterized in that: stake lower extreme is provided with the stake awl, the fixed cover in stake awl outside upper end has the mounting disc, a plurality of firm stake are installed in the slope of the direction outside under the mounting disc, and is a plurality of firm stake is all passed the mounting disc surface upper end and is locked from top to bottom through two nuts, and is a plurality of firm stake side is evenly opened there is the arc wall, and is a plurality of arc wall axial lower extreme direction sets up to the right angle structure, and is a plurality of lie in the arc wall and all articulate the installation of right angle department and fall the claw, it is a plurality of fall the crooked outside extension in claw upper end, it is a plurality of it is rotatory spacing that the right angle that the arc wall is passed through to fall the claw.
2. Firm type stake pole for engineering according to claim 1, characterized in that: the included angle A between a plurality of the stable piles and the pile cone is required to be 30-45 degrees.
3. Firm type stake pole for engineering according to claim 2, characterized in that: the pile is of a hollow structure, and cement is poured into the pile.
4. Firm type stake pole for engineering according to claim 3, characterized in that: the pile awl and the pile are of an integrated structure, and the outer diameter of the pile awl is smaller than that of the pile.
5. Firm type stake pole for engineering according to claim 4, characterized in that: the number of the stabilizing piles is at least 6.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222704320.8U CN218466568U (en) | 2022-10-14 | 2022-10-14 | Firm type stake is used to engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222704320.8U CN218466568U (en) | 2022-10-14 | 2022-10-14 | Firm type stake is used to engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218466568U true CN218466568U (en) | 2023-02-10 |
Family
ID=85146508
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222704320.8U Active CN218466568U (en) | 2022-10-14 | 2022-10-14 | Firm type stake is used to engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218466568U (en) |
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2022
- 2022-10-14 CN CN202222704320.8U patent/CN218466568U/en active Active
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