CN216664091U - Precast pile mounting structure for hydraulic engineering - Google Patents
Precast pile mounting structure for hydraulic engineering Download PDFInfo
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- CN216664091U CN216664091U CN202122343794.XU CN202122343794U CN216664091U CN 216664091 U CN216664091 U CN 216664091U CN 202122343794 U CN202122343794 U CN 202122343794U CN 216664091 U CN216664091 U CN 216664091U
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- precast pile
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- mounting structure
- hydraulic engineering
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Abstract
The utility model relates to the technical field of precast pile installation, in particular to a precast pile installation structure for water conservancy projects, which comprises a precast pile, wherein the longitudinal section of the bottom end of the precast pile is conical, a cavity is reserved in the precast pile, a plurality of first fixing holes are formed in one side of the precast pile, a plurality of rotating grooves are formed in one side of the precast pile, and a rotating rod is rotatably connected in each of the plurality of rotating grooves. The utility model has the advantages that: the rotation of rolling disc can make first staple stretch out at the bottom of the ground, can effectually fix the precast pile in the horizontal direction, can further make the precast pile stable at the bottom of the ground, the second fixed orifices that one side of rolling disc was seted up, then when the rolling disc rotated certain position, squeeze into the second fixed orifices through the manpower with the second staple in, make the second staple steadily prick into the bottom of the ground, make the precast pile improve at the stability of vertical direction like this, also reduced the potential safety hazard simultaneously.
Description
Technical Field
The utility model relates to the technical field of precast pile installation, in particular to a precast pile installation structure for hydraulic engineering.
Background
The precast pile is made of various materials and various forms (such as wooden pile, concrete square pile, prestressed concrete tubular pile, steel pile, etc.) in factory or construction site, and is driven, pressed or vibrated into the soil by pile sinking equipment. The precast pile is widely applied to engineering construction of houses, roads, bridges and the like with excellent performance, the precast pile can better support the weight of large buildings such as houses, bridges and the like, the precast pile can be infirm and inclined when being driven into the ground bottom in the installation process, so that the insecurity of buildings and the like can be caused, the building damage can be caused, and after the precast pile is installed, the soil around the precast pile can be loosened due to overlong service time, so that the precast pile is inclined, and the potential safety hazard can be caused.
Aiming at the defects, the utility model provides a precast pile mounting structure for hydraulic engineering, which can solve the problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims to overcome the defects of the prior art and provides a precast pile mounting structure for hydraulic engineering.
The purpose of the utility model is realized by the following technical scheme: a precast pile mounting structure for hydraulic engineering comprises a precast pile, wherein the longitudinal section of the bottom end of the precast pile is conical, a cavity is reserved in the precast pile, a plurality of first fixing holes are formed in one side of the precast pile, a plurality of rotating grooves are formed in one side of the precast pile, a rotating piece is rotatably connected in each of the plurality of rotating grooves, a connecting plate is fixedly connected to one side of the rotating piece, a plurality of circulation holes are formed in one side of the connecting plate, a rotating disc is fixedly connected to the other side of the rotating piece, a rotating rod is fixedly connected to one side of the connecting plate, two rotating blocks are fixedly connected to one side of the rotating rod, a plurality of through grooves are formed in one side of each of the plurality of through grooves, a first fixing nail is arranged on each of the plurality of through grooves, a plurality of second fixing holes are formed in one side of the rotating disc, and a second fixing nail is fixedly connected in each of the plurality of second fixing holes, the bottoms of the second fixing nails are conical, and a second limiting block is arranged on one side of each second fixing nail.
Optionally, the first fixing holes are divided into two groups, the number of the first fixing holes in each group is four, and the four first fixing holes are arranged in an annular array.
Optionally, the number of the plurality of rotating grooves is four, and the four rotating grooves are arranged in an annular array.
Optionally, two the turning block is corresponding with the position of two sets of first fixed orificess, two a through-hole has all been seted up to one side of turning block, two turning block fixed connection is in the bottom of dwang.
Optionally, the number of the through grooves is four, four the through grooves are arranged in an annular array, the through grooves are high on one side and low on one side, and four the first limiting blocks are arranged on one side of the through grooves.
Optionally, the positions of the first fixing nails and the first fixing holes are matched, and the number of the first fixing nails is the same as that of the first fixing holes.
Optionally, a plurality of the second fixing holes are arranged in an annular array.
Optionally, the precast pile is filled with concrete.
The utility model has the following advantages:
1. the utility model can lead the first fixing nail to extend out of the ground bottom through the rotation of the rotating disc, can effectively fix the precast pile in the horizontal direction, and can further lead the precast pile to be stable at the ground bottom.
2. After the precast pile is installed, the soil around the precast pile is loosened due to overlong use time, and potential safety hazards are caused.
Drawings
FIG. 1 is a schematic view of a first perspective structure of the present invention;
FIG. 2 is a schematic cross-sectional view of the present invention;
FIG. 3 is a schematic view of a precast pile structure according to the present invention;
FIG. 4 is a schematic view of the rotatable disk connection of the present invention;
FIG. 5 is a schematic view of a turning block structure according to the present invention;
FIG. 6 is a schematic view of a second staple of the present invention.
In the figure: 1-precast pile, 101-first fixed hole, 102-rotating groove, 2-rotating piece, 201-connecting plate, 202-rotating disc, 203-rotating rod, 204-second fixed hole, 205-circulating hole, 3-rotating block, 301-through hole, 302-first limiting block, 4-first fixing nail, 5-second fixing nail, and 501-second limiting block.
Detailed Description
The utility model will be further described with reference to the accompanying drawings, but the scope of the utility model is not limited to the following.
As shown in fig. 1 to 6, a precast pile installation structure for water conservancy projects comprises a precast pile 1, wherein the longitudinal section of the bottom end of the precast pile 1 is conical, a cavity is reserved in the precast pile 1, a plurality of first fixing holes 101 are formed in one side of the precast pile 1, a plurality of rotating grooves 102 are formed in one side of the precast pile 1, a rotating member 2 is rotatably connected in each of the plurality of rotating grooves 102, a connecting plate 201 is fixedly connected to one side of the rotating member 2, a plurality of circulation holes 205 are formed in one side of the connecting plate 201, a rotating disc 202 is fixedly connected to the other side of the rotating member 2, a rotating rod 203 is fixedly connected to one side of the connecting plate 201, two rotating blocks 3 are fixedly connected to one side of the rotating rod 203, a plurality of through grooves are formed in one side of the plurality of through grooves, a first fixing nail 4 is arranged on one side of each of the plurality of through grooves, and the precast pile is installed at present, when the precast pile is driven into the ground, the phenomena of insecurity and inclination can occur, so that the insecurity of buildings and the like can be caused, the buildings can be damaged, the first fixing nails 4 can extend out of the ground through the rotation of the rotating disc 202, the precast pile 1 can be effectively fixed in the horizontal direction, the precast pile 1 can be further stabilized at the ground, one side of the rotating disc 202 is provided with a plurality of second fixing holes 204, the interiors of the plurality of second fixing holes 204 are fixedly connected with one second fixing nail 5, as the soil around the precast pile is loosened due to overlong use time after the precast pile is installed, and the potential safety hazard is caused, the second fixing nails 5 are driven into the second fixing holes 204 through the second fixing holes 204 arranged on one side of the rotating disc 202 when the rotating disc 202 rotates to a certain position, so that the second fixing nails 5 are stably pricked into the ground, make precast pile 1 like this improve in the stability of vertical direction, also reduced the potential safety hazard simultaneously, the bottom of a plurality of second staple 5 is conical, and one side of second staple 5 is provided with second stopper 501.
As a preferred technical scheme of the utility model: the first fixing holes 101 are divided into two groups, the number of the first fixing holes 101 in each group is four, and the four first fixing holes 101 are arranged in an annular array.
As a preferred technical scheme of the utility model: the number of the plurality of rotating grooves 102 is four, and the four rotating grooves 102 are arranged in a circular array.
As a preferred technical scheme of the utility model: two turning blocks 3 are corresponding with the position of two sets of first fixed orificess 101, and a through-hole 301 has all been seted up to one side of two turning blocks 3, and two turning blocks 3 fixed connection are in the bottom of dwang 203.
As a preferred technical scheme of the utility model: the quantity that leads to the groove is four, and four lead to the groove and be annular array and arrange, lead to the groove and be one side height low, and one side that four lead to the groove all is provided with a first stopper 302, when rotating, turns to the higher one side of leading to the groove with first staple 4 from leading to the lower one side of groove, and first staple 4 stretches out first fixed orifices 101 this moment.
As a preferred technical scheme of the utility model: the positions of the first fixing nails 4 are matched with the positions of the first fixing holes 101, and the number of the first fixing nails 4 is the same as that of the first fixing holes 101.
As a preferred technical scheme of the utility model: the second fixing holes 204 are arranged in a circular array.
As a preferred technical scheme of the utility model: the interior of the precast pile 1 is filled with concrete, and after the precast pile 1 is fixed, the concrete is poured into the interior of the precast pile 1 through the circulation hole 205.
In summary, the following steps: in the prior art, when the precast pile is driven into the ground bottom in the installation process of the precast pile, the phenomena of infirm and inclination can occur, so that the insecurity of buildings and the like can be caused, and the buildings are damaged; after the precast pile is installed, the soil around the precast pile is loosened due to overlong use time, and potential safety hazards are caused, according to the utility model, the second fixing hole 204 is formed in one side of the rotating disc 202, and then when the rotating disc 202 rotates to a certain position, the second fixing nail 5 is manually driven into the second fixing hole 204, so that the second fixing nail 5 is stably inserted into the ground, and thus the stability of the precast pile 1 in the vertical direction is improved, the precast pile 1 is prevented from being inclined, and the potential safety hazards are reduced.
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 utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. The utility model provides a precast pile mounting structure for hydraulic engineering which characterized in that: comprises a precast pile (1), the longitudinal section of the bottom end of the precast pile (1) is conical, a cavity is reserved in the precast pile (1), a plurality of first fixing holes (101) are formed in one side of the precast pile (1), a plurality of rotating grooves (102) are formed in one side of the precast pile (1), a plurality of rotating pieces (2) are rotatably connected in the rotating grooves (102), a connecting plate (201) is fixedly connected to one side of each rotating piece (2), a plurality of circulation holes (205) are formed in one side of the connecting plate (201), a rotating disc (202) is fixedly connected to the other side of each rotating piece (2), a rotating rod (203) is fixedly connected to one side of each connecting plate (201), two rotating blocks (3) are fixedly connected to one side of each rotating block (203), and a plurality of through grooves are formed in one side of each rotating block (3), a plurality of one side that leads to the groove all is provided with one first staple (4), a plurality of second fixed orificess (204), a plurality of have been seted up to one side of rolling disc (202) the equal fixedly connected with second staple (5) in inside of second fixed orificess (204), it is a plurality of the bottom of second staple (5) is conical, one side of second staple (5) is provided with second stopper (501).
2. The precast pile mounting structure for hydraulic engineering according to claim 1, characterized in that: the first fixing holes (101) are divided into two groups, the number of the first fixing holes (101) in each group is four, and the four first fixing holes (101) are arranged in an annular array.
3. The precast pile mounting structure for hydraulic engineering according to claim 1, characterized in that: the number of the plurality of rotating grooves (102) is four, and the four rotating grooves (102) are arranged in an annular array.
4. The precast pile mounting structure for hydraulic engineering according to claim 1, characterized in that: two the turning block (3) is corresponding with the position of two sets of first fixed orificess (101), two a through-hole (301), two have all been seted up to one side of turning block (3) fixed connection is in the bottom of dwang (203).
5. The precast pile mounting structure for hydraulic engineering according to claim 1, characterized in that: a plurality of the quantity that leads to the groove is four, four lead to the groove and be annular array and arrange, lead to the groove and be one side height one side low, four lead to one side of groove all is provided with a first stopper (302).
6. The precast pile mounting structure for hydraulic engineering according to claim 1, characterized in that: the positions of the first fixing nails (4) are matched with those of the first fixing holes (101), and the number of the first fixing nails (4) is the same as that of the first fixing holes (101).
7. The precast pile mounting structure for hydraulic engineering according to claim 1, characterized in that: the second fixing holes (204) are arranged in an annular array.
8. The precast pile mounting structure for hydraulic engineering according to claim 1, characterized in that: the interior of the precast pile (1) is filled with concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122343794.XU CN216664091U (en) | 2021-09-26 | 2021-09-26 | Precast pile mounting structure for hydraulic engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122343794.XU CN216664091U (en) | 2021-09-26 | 2021-09-26 | Precast pile mounting structure for hydraulic engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216664091U true CN216664091U (en) | 2022-06-03 |
Family
ID=81765653
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122343794.XU Active CN216664091U (en) | 2021-09-26 | 2021-09-26 | Precast pile mounting structure for hydraulic engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216664091U (en) |
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2021
- 2021-09-26 CN CN202122343794.XU patent/CN216664091U/en active Active
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