CN211080276U - Foundation pile for hydraulic engineering building - Google Patents
Foundation pile for hydraulic engineering building Download PDFInfo
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- CN211080276U CN211080276U CN201921483410.0U CN201921483410U CN211080276U CN 211080276 U CN211080276 U CN 211080276U CN 201921483410 U CN201921483410 U CN 201921483410U CN 211080276 U CN211080276 U CN 211080276U
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Abstract
The utility model discloses a foundation pile for hydraulic engineering building, including the cushion cap, the lower surface four corners of cushion cap all is equipped with the foundation pile subassembly, the inside of foundation pile subassembly is equipped with the regulating part, the upper surface center of cushion cap is equipped with the base member, the circular slot has all been opened all around to the bottom upper surface of base member, the bolt has been inserted to the inside bottom of circular slot, the bolt runs through the base member and links to each other with the cushion cap screw thread. This foundation pile for hydraulic engineering building, through the cushion cap, cooperation between foundation pile subassembly and the regulating part, all insert four piles inside the ground, rotating the circle piece, make the inserted bar move to the outside, it is inside that the inserted bar can insert the ground to insert, can make the stability of every pile obtain very big increase, and then make the foundation pile possess great bearing capacity, the construction effect has been guaranteed, need not the quantity of too much increase pile, satisfy the bearing capacity of foundation pile, make the cost of construction obtain reducing.
Description
Technical Field
The utility model relates to a hydraulic engineering technical field specifically is a foundation pile for hydraulic engineering building.
Background
Hydraulic engineering is an engineering built for controlling and allocating surface water and underground water in nature to achieve the purposes of removing harmful substances and benefiting. The foundation pile for the current hydraulic engineering construction is used, the firmness degree between the pile column and the foundation is limited, the bearing capacity of a single foundation pile is general, the number of the pile columns needs to be increased to meet the bearing capacity of the foundation pile, and the construction cost is higher.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a foundation pile for hydraulic engineering building to solve the present foundation pile for hydraulic engineering building that proposes in the above-mentioned background art at the in-process that uses, firm degree between stake and the ground is limited, and then the bearing capacity of single foundation pile is general, and the quantity that needs to increase the stake satisfies the bearing capacity of foundation pile, makes the higher problem of cost of construction.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a foundation pile for hydraulic engineering building, includes the cushion cap, the lower surface four corners of cushion cap all is equipped with the foundation pile subassembly, the inside of foundation pile subassembly is equipped with the regulating part, the upper surface center of cushion cap is equipped with the base member, the bottom upper surface of base member all opens all around has the circular slot, the bolt has been inserted to the inside bottom of circular slot, the bolt runs through the base member and links to each other with the cushion cap screw thread, the outer wall top of bolt has cup jointed the elastic washer, the elastic washer offsets tightly with the circular slot.
Preferably, the foundation pile subassembly includes stake, recess, through-hole, inclined hole, inserted bar, sloping block and sloping thorn piece, four the stake is rigid coupling in the lower surface four corners of cushion cap respectively, the top of stake and the upper surface of cushion cap keep level, the upper surface of stake is opened flutedly, the through-hole has all been opened to the inside bottom left and right sides of recess, the outer wall left and right sides from the bottom up of stake has opened three inclined hole in proper order, the inside of inclined hole is equipped with the inserted bar, inserted bar and inclined hole clearance fit, the outer wall outside rigid coupling of inserted bar has a plurality of sloping thorn pieces, the other end rigid coupling of inserted bar has the sloping block.
Preferably, two of the sloping blocks are symmetrical left and right relative to the inner center of the pile.
Preferably, the distances between the four pile columns and the center point of the bearing platform are the same.
Preferably, the regulating part includes montant, external screw thread, toper post, circle piece, six arris grooves, round hole, horizontal pole, branch and ring, the montant is located the inside of stake, the stake is run through to a part in the top of montant, the processing of the outer wall top of montant has the external screw thread, the external screw thread links to each other with the stake screw thread, the outer wall from the bottom up of montant fixes in proper order fixed cover to have connected three toper post, toper post offsets tightly with the sloping block, the top rigid coupling of montant has the circle piece, the upper surface center of circle piece is opened there are six arris grooves, the outer wall right side of circle piece is opened there is the round hole, the round hole runs through the circle piece, the horizontal pole has been inserted to the inside of round hole, horizontal pole and round hole clearance fit, the outer wall top right side rigid coupling of horizontal pole has branch, the top.
Preferably, the central points of the round block, the vertical rod and the conical column are all located on the same horizontal vertical line.
Compared with the prior art, the beneficial effects of the utility model are that: this a foundation pile for hydraulic engineering building, in-process using, through the cushion cap, cooperation between foundation pile subassembly and the regulating part, inside all inserting the ground with four stake, make the upper surface and the ground plane of cushion cap parallel, at this moment rotating the circle piece, make the inserted bar remove to the outside, it is inside that the inserted bar can insert the ground to insert, can make the stability of every stake obtain very big increase, and then make the stake possess great bearing capacity, the construction effect has been guaranteed, need not the quantity of too much increase stake, satisfy the bearing capacity of foundation pile, make the cost of construction obtain reducing.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of a connection structure of the bearing platform, the pile column and the vertical rod of FIG. 1;
FIG. 3 is a schematic view of the connection structure of the stem, the round block and the ring of FIG. 1;
fig. 4 is a schematic view of a connection structure of the pile, the insert rod and the tapered column of fig. 1.
In the figure: 1. bearing platform, 2, foundation pile assembly, 201, pile column, 202, groove, 203, through hole, 204, inclined hole, 205, inserted bar, 206, sloping block, 207, sloping thorn block, 3, adjusting part, 301, montant, 302, external screw thread, 303, toper post, 304, round block, 305, hexagonal groove, 306, round hole, 307, horizontal pole, 308, branch, 309, ring, 4, base body, 5, round groove, 6, bolt, 7, elastic washer.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: the utility model provides a foundation pile for hydraulic engineering building, including cushion cap 1, the lower surface four corners of cushion cap 1 all is equipped with foundation pile subassembly 2, the inside of foundation pile subassembly 2 is equipped with regulating part 3, the upper surface center of cushion cap 1 is equipped with base member 4, all open all around the bottom upper surface of base member 4 has circular slot 5, bolt 6 has been inserted to the inside bottom of circular slot 5, bolt 6 runs through base member 4 and links to each other with 1 screw thread of cushion cap, the screw rod outer wall and the 4 clearance fit of organism of bolt 6, the nut department of bolt 6 offsets tightly with elastic washer 7, elastic washer 7 is cup jointed on the outer wall top of bolt 6, elastic washer 7 offsets tightly with circular slot 5.
The foundation pile component 2 comprises pile columns 201, grooves 202, through holes 203, inclined holes 204, inserting rods 205, inclined blocks 206 and inclined thorn blocks 207, wherein the four pile columns 201 are respectively fixedly connected at four corners of the lower surface of the bearing platform 1, the top ends of the pile columns 201 are flush with the upper surface of the bearing platform 1, the grooves 202 are formed in the upper surface of the pile columns 201, the through holes 203 are formed in the left side and the right side of the inner bottom end of each groove 202, the through holes 203 are communicated with cavities in the pile columns 201, the left side and the right side of the outer wall of each pile column 201 are sequentially provided with three inclined holes 204 from bottom to top, the inserting rods 205 are arranged in the inclined holes 204, the inserting rods 205 penetrate through the pile columns 201 through the inclined holes 204, the inserting rods 205 are in clearance fit with the inclined holes 204, the outer side of the outer wall of each inserting rod 205 is fixedly connected with a plurality of inclined thorn blocks 207, the other ends of the inclined rods 205 are fixedly connected with the inclined blocks 206, the two inclined blocks 206 are symmetrical left and right relative to the inner centers of the pile columns 201, so that each pile 201 is evenly stressed on the bearing platform 1.
The adjusting part 3 comprises a vertical rod 301, an external thread 302, a conical column 303, a round block 304, a hexagonal groove 305, a round hole 306, a cross rod 307, a support rod 308 and a round ring 309, the vertical rod 301 is positioned inside the pile column 201, a part of the top end of the vertical rod 301 penetrates through the pile column 201, the external thread 302 is processed on the top end of the outer wall of the vertical rod 301, the external thread 302 is in threaded connection with the pile column 201, three conical columns 303 are fixedly sleeved on the outer wall of the vertical rod 301 from bottom to top, the left side and the right side of each conical column 303 are respectively provided with an inclined block 206, the conical columns 303 are abutted against the inclined blocks 206, the top end of the vertical rod 301 is fixedly connected with the round block 304, the hexagonal groove 305 is formed in the center of the upper surface of the round block 304, the round hole 306 is formed in the right side of the outer wall of the round block 304, the round hole 306 penetrates through the round block 304, the cross rod 307 is inserted into the round, the central points of the round block 304, the vertical rod 301 and the conical column 303 are all located on the same horizontal vertical line, and when the round block 304 rotates, the vertical rod 301 and the conical column 303 can rotate concentrically.
When the foundation pile for the hydraulic engineering building is used, the four pile columns 201 are all inserted into a foundation, the foundation refers to a soil body for supporting the foundation below the building, the upper surface of the bearing platform 1 is parallel to the plane of the foundation, then the round block 304 is rotated in a way that the hard metal hexagonal prism is inserted into the hexagonal groove 305, the outer wall of the hard metal hexagonal prism is abutted against the inner wall of the hexagonal groove 305, the hard metal hexagonal prism is rotated by a large-sized open wrench, the hard metal inclined rod is inserted into the circular ring 309, the hard metal inclined rod is rotated to rotate the round block 304, the vertical rod 301 and the conical column 303 can be simultaneously rotated along with the rotation of the round block 304, the vertical rod 301 and the conical column 303 can simultaneously move downwards due to the connection relationship between the external thread 302 and the pile columns 201, and the inclined rod 206 can be abutted against the inclined block 206 along with the movement of the conical column 303, the slope of toper post 303 outer wall can make sloping block 206 move to the outside, and then can make the inserted bar 205 move to the outside, inside the foundation can be inserted to inserted bar 205 promptly, can make the stability of every stake 201 obtain very big increase, and then make the foundation pile possess great bearing capacity, guaranteed the construction effect, at last pour into appropriate amount concrete into to the inside cavity of stake 201 through-hole 203, in order to ensure the intensity of stake 201.
In the description of the present invention, it is to be understood that the terms "coaxial", "bottom", "one end", "top", "middle", "other end", "upper", "one side", "top", "inner", "front", "center", "both ends", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and 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," "disposed," "connected," "fixed," "screwed" and the like are to be construed broadly, e.g., as meaning fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; they may be directly connected or indirectly connected through an intermediate medium, and may be connected through the inside of two elements or in an interaction relationship between two elements, unless otherwise specifically defined, and the specific meaning of the above terms in the present invention will be understood by those skilled in the art according to specific situations.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a foundation pile for hydraulic engineering building, includes cushion cap (1), its characterized in that: the lower surface four corners of cushion cap (1) all is equipped with foundation pile subassembly (2), the inside of foundation pile subassembly (2) is equipped with regulating part (3), the upper surface center of cushion cap (1) is equipped with base member (4), all open all around the bottom upper surface of base member (4) has circular slot (5), bolt (6) have been inserted to the inside bottom of circular slot (5), bolt (6) run through base member (4) and link to each other with cushion cap (1) screw thread, the outer wall top of bolt (6) is cup jointed elastic washer (7), elastic washer (7) are inconsistent tightly with circular slot (5).
2. The foundation pile for the hydraulic engineering construction according to claim 1, wherein: the foundation pile component (2) comprises pile columns (201), grooves (202), through holes (203), inclined holes (204), inserted rods (205), inclined blocks (206) and inclined thorn blocks (207), the four pile columns (201) are fixedly connected to four corners of the lower surface of the bearing platform (1) respectively, the top end of the pile (201) is flush with the upper surface of the bearing platform (1), the upper surface of the pile (201) is provided with a groove (202), the left side and the right side of the bottom end in the groove (202) are both provided with through holes (203), the left side and the right side of the outer wall of the pile column (201) are sequentially provided with three inclined holes (204) from bottom to top, an inserted bar (205) is arranged inside the inclined hole (204), the inserted bar (205) is in clearance fit with the inclined hole (204), the outer wall outside rigid coupling of inserted bar (205) has a plurality of spur piece (207), the other end rigid coupling of inserted bar (205) has spur piece (206).
3. The foundation pile for the hydraulic engineering construction according to claim 2, characterized in that: the two inclined blocks (206) are symmetrical left and right relative to the inner center of the pile column (201).
4. The foundation pile for the hydraulic engineering construction according to claim 2, characterized in that: the distances of the four pile columns (201) relative to the center point of the bearing platform (1) are the same.
5. The foundation pile for the hydraulic engineering construction according to claim 1, wherein: the adjusting part (3) comprises a vertical rod (301), an external thread (302), a conical column (303), a round block (304), a hexagonal groove (305), a round hole (306), a cross rod (307), a supporting rod (308) and a circular ring (309), wherein the vertical rod (301) is positioned inside the pile column (201), one part of the top end of the vertical rod (301) penetrates through the pile column (201), the external thread (302) is processed at the top end of the outer wall of the vertical rod (301), the external thread (302) is in threaded connection with the pile column (201), the outer wall of the vertical rod (301) is fixedly sleeved with three conical columns (303) from bottom to top, the conical columns (303) are tightly abutted against an inclined block (206), the top end of the vertical rod (301) is fixedly connected with the round block (304), the hexagonal groove (305) is formed in the center of the upper surface of the round block (304), the round hole (306) is formed in the right side of the outer wall of the round block (304), and the round hole (, horizontal pole (307) have been inserted to the inside of round hole (306), horizontal pole (307) and round hole (306) clearance fit, the outer wall top right side rigid coupling of horizontal pole (307) has branch (308), the top rigid coupling of branch (308) has ring (309).
6. The foundation pile for the hydraulic engineering construction according to claim 5, wherein: the central points of the round block (304), the vertical rod (301) and the conical column (303) are all located on the same horizontal vertical line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921483410.0U CN211080276U (en) | 2019-09-08 | 2019-09-08 | Foundation pile for hydraulic engineering building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921483410.0U CN211080276U (en) | 2019-09-08 | 2019-09-08 | Foundation pile for hydraulic engineering building |
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| Publication Number | Publication Date |
|---|---|
| CN211080276U true CN211080276U (en) | 2020-07-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921483410.0U Active CN211080276U (en) | 2019-09-08 | 2019-09-08 | Foundation pile for hydraulic engineering building |
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| CN (1) | CN211080276U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112281818A (en) * | 2020-10-12 | 2021-01-29 | 蔡学潮 | Novel building concrete tubular pile based on anti-permeation technology |
| CN113502840A (en) * | 2021-07-21 | 2021-10-15 | 李智健 | Combined foundation pile for building construction |
| CN113737807A (en) * | 2021-08-12 | 2021-12-03 | 广东地山基础工程有限公司 | Combined supporting device and method for foundation pit slope boulder |
| CN116770886A (en) * | 2023-08-22 | 2023-09-19 | 山东建筑大学 | Reinforced lateral load resistant assembled foundation, power transmission tower and construction method |
-
2019
- 2019-09-08 CN CN201921483410.0U patent/CN211080276U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112281818A (en) * | 2020-10-12 | 2021-01-29 | 蔡学潮 | Novel building concrete tubular pile based on anti-permeation technology |
| CN113502840A (en) * | 2021-07-21 | 2021-10-15 | 李智健 | Combined foundation pile for building construction |
| CN113737807A (en) * | 2021-08-12 | 2021-12-03 | 广东地山基础工程有限公司 | Combined supporting device and method for foundation pit slope boulder |
| CN116770886A (en) * | 2023-08-22 | 2023-09-19 | 山东建筑大学 | Reinforced lateral load resistant assembled foundation, power transmission tower and construction method |
| CN116770886B (en) * | 2023-08-22 | 2023-11-17 | 山东建筑大学 | Reinforced lateral load resistant assembled foundation, power transmission tower and construction method |
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