CN214738225U - Composite pile structure for power transmission line iron tower - Google Patents
Composite pile structure for power transmission line iron tower Download PDFInfo
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- CN214738225U CN214738225U CN202120733170.6U CN202120733170U CN214738225U CN 214738225 U CN214738225 U CN 214738225U CN 202120733170 U CN202120733170 U CN 202120733170U CN 214738225 U CN214738225 U CN 214738225U
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- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 title claims abstract description 26
- 239000002131 composite material Substances 0.000 title claims abstract description 14
- 230000005540 biological transmission Effects 0.000 title claims abstract description 13
- 229910052742 iron Inorganic materials 0.000 title claims abstract description 13
- 230000000670 limiting effect Effects 0.000 claims abstract description 10
- 210000001503 joint Anatomy 0.000 claims description 10
- 239000011120 plywood Substances 0.000 claims description 7
- 238000007789 sealing Methods 0.000 claims description 5
- 230000001737 promoting effect Effects 0.000 claims description 2
- 239000002689 soil Substances 0.000 abstract description 17
- 239000011241 protective layer Substances 0.000 abstract description 15
- 239000003673 groundwater Substances 0.000 abstract description 7
- 239000010410 layer Substances 0.000 abstract description 7
- 230000003014 reinforcing effect Effects 0.000 abstract description 7
- 238000010276 construction Methods 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 5
- 239000004568 cement Substances 0.000 abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 4
- 238000009412 basement excavation Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000008094 contradictory effect Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 230000002829 reductive effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to the technical field of composite piles, in particular to a composite pile structure for a power transmission line iron tower, which comprises a bottom ring, a fit plate and a connecting ring, wherein a fit groove is formed in the side surface of the bottom ring close to the bottom, the fit groove is close to the bottom close to the edge, a limiting plate for limiting the fit plate is fixedly connected with the top of the fit groove, and a vertical groove is formed in the top of the bottom ring; the utility model discloses a bottom ring among the device, the design of support ring and go-between, can make this pile foundation have the protective layer of hollow cylinder shape, directly make this protective layer nail go into the soil layer before the construction, then get into in the inside of protective layer and excavate, thereby can avoid soil to take place because of the higher condition that appears collapsing of ground water level, and the setting up of agreeing with the board cooperation in the device agrees with the groove, thereby played the effect that can seal up the bottom of this bottom ring, thereby make cement and reinforcing bar have supporting platform, thereby enable the pile foundation more firm in the higher area of the following water level.
Description
Technical Field
The utility model relates to a composite pile technical field, concretely relates to composite pile structure for transmission line iron tower.
Background
Deep foundations consisting of piles and pile caps connected to the tops of the piles or single-pile foundations consisting of columns connected to pile foundations, referred to as pile foundations for short. If the pile body is completely buried in the soil and the bottom surface of the bearing platform is contacted with the soil body, the pile body is called a low bearing platform pile foundation; when the upper part of the pile body is exposed out of the ground and the bottom of the pile cap is positioned above the ground, the pile body is called a high pile cap pile foundation. Building pile foundations are typically low cap pile foundations. The pile foundation is popular is the base that is used for bearing high-rise structure, compound pile foundation also need to be used in the installation of current transmission line iron tower, current adoption is deep excavated basically, then prop up the reinforcing bar and pour into the mode of concrete and make, and because of the foundation soil difference of digging, when the higher place deep excavation of some groundwater, ponding can appear in the hole inside, and arouse easily and collapse, thereby lead to the construction difficulty, and pile foundation bottom after the current collar soil construction does not have the protection basically, thereby lead to the corruption of low water level to probably appear in the bottom.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art, the utility model provides a composite pile structure for transmission line iron tower possesses the advantage of avoiding soil to collapse, has solved when digging deeply in the higher place of some groundwater, ponding can appear in the hole inside to arouse the problem of collapsing easily.
The utility model discloses a composite pile structure for transmission line iron tower, including bottom ring, agree with board and go-between, the bottom ring is close to the side of bottom and has seted up the groove of agreeing with, agree with the groove and be close to the bottom of border and the limiting plate that top fixedly connected with is used for restricting the agree with plywood, perpendicular groove has been seted up at the top of bottom ring, the bottom ring is close to the bottom of erecting the groove and has transversely seted up the cross slot and be linked together with erecting the groove, agree with the plywood and be the sector piece of one side plane cambered surface, agree with the board and offer the promotion groove that is used for promoting the agree with board entering agree with the groove near the upper surface of plane one side, agree with the board and be close to the equal fixedly connected with in cambered surface both ends and the stopper of one side plane.
Through the design of above-mentioned technical scheme, the end ring in the device, the design of support ring and go-between, can make this pile foundation have the protective layer of hollow cylinder shape, directly make this protective layer nail into the soil layer before the construction, then get into the excavation in the inside of protective layer, thereby can avoid soil to take place because of the higher condition that appears collapsing of ground water level, and the cooperation of the agreeing with board in the device agrees with offering of groove, thereby played the effect that can seal up the bottom of this end ring, thereby make cement and reinforcing bar have supporting platform, thereby enable the pile foundation more firm in the higher region of the following water level.
As a further improvement, the upper surface evenly distributed of the contract plate has a plurality of butt joint holes, the butt joint hole is the three-layer cylinder cavity that the top diameter reduces downwards in proper order.
Through the design of the technical scheme, the effect of supporting various types of steel bars is achieved.
As a further improvement, the bottom ring is close to the top fixedly connected with go-between at border, the inner wall laminating of go-between has the support ring.
Through the design of the technical scheme, the device plays a role in taking down the support ring, thereby reducing the consumable material of the device.
As a further improvement of the utility model, the side that the inner wall bottom and the support ring of go-between are close to the top is fixedly connected with respectively to the ring and the sealing ring, the inner wall of butt joint ring and the surface of sealing ring all seted up the screw thread and respectively with support ring and go-between threaded connection.
As the utility model discloses a further improvement, agree with the groove and agree with the quantity of board and be four, a agree with the groove and agree with the plywood as a set of, four groups agree with the groove and agree with the board and are located four square that the bottom ring is close to the bottom respectively and distribute down in proper order for from last.
Through the design of the technical scheme, the bottom of the bottom ring is sealed.
Compared with the prior art, the beneficial effects of the utility model are as follows:
the utility model discloses a bottom ring among the device, the design of support ring and go-between, can make this pile foundation have the protective layer of hollow cylinder shape, directly make this protective layer nail go into the soil layer before the construction, then get into in the inside of protective layer and excavate, thereby can avoid soil to take place because of the higher condition that appears collapsing of ground water level, and the setting up of agreeing with the board cooperation in the device agrees with the groove, thereby played the effect that can seal up the bottom of this bottom ring, thereby make cement and reinforcing bar have supporting platform, thereby enable the pile foundation more firm in the higher area of the following water level.
Drawings
The accompanying drawings, which are included to provide a further understanding of the application and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the application and together with the description serve to explain the application and not to limit the application. In the drawings:
FIG. 1 is a schematic top view of a bottom ring;
FIG. 2 is a schematic view of a half-section structure of the present invention;
fig. 3 is a schematic top view of the bottom ring.
In the figure: 1. a bottom ring; 101. a fitting groove; 102. a limiting plate; 103. a transverse groove; 104. a vertical slot; 2. a wedging plate; 21. a push groove; 22. a limiting block; 23. a butt joint hole; 3. a connecting ring; 31. a docking ring; 4. a support ring; 41. and (4) a sealing ring.
Detailed Description
In the following description, for purposes of explanation, numerous specific details are set forth in order to provide a thorough understanding of the present invention. It should be understood, however, that these physical details should not be taken to limit the invention. That is, in some embodiments of the invention, these physical details are not necessary. In addition, some conventional structures and components are shown in simplified schematic form in the drawings.
In addition, the descriptions related to "first", "second", etc. in the present invention are only for description purposes, not specifically referring to the order or sequence, and are not intended to limit the present invention, but only to distinguish the components or operations described in the same technical terms, and are not to be construed as indicating or implying any relative importance or implicit indication of the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In addition, the technical solutions in the embodiments may be combined with each other, but it must be based on the realization of those skilled in the art, and when the technical solutions are contradictory or cannot be realized, the combination of the technical solutions should not be considered to exist, and is not within the protection scope of the present invention.
Referring to fig. 1 and 3, the composite pile structure for the transmission line iron tower of the present invention comprises a bottom ring 1, a fitting plate 2 and a connecting ring 3, wherein a fitting groove 101 is formed on a side surface of the bottom ring 1 near the bottom, a limiting plate 102 for limiting the fitting plate 2 is fixedly connected to the bottom and the top of the fitting groove 101 near the edge, a vertical groove 104 is formed on the top of the bottom ring 1, a transverse groove 103 is transversely formed on the bottom of the bottom ring 1 near the vertical groove 104 and is communicated with the vertical groove 104, the fitting plate 2 is a fan-shaped block with a cambered surface at one side of a plane, a pushing groove 21 for pushing the fitting plate 2 into the fitting groove 101 is formed on the upper surface of the fitting plate 2 near the plane, two ends of the cambered surface of the fitting plate 2 near the plane are fixedly connected with limiting blocks 22, a plurality of butt holes 23 are uniformly distributed on the upper surface of the fitting plate 2, the butt holes 23 are three-layer cylindrical cavities with diameters decreasing downward in turn, the quantity of agreeing with groove 101 and agreeing with board 2 is four, a agreeing with groove 101 and a agreeing with board 2 and being a set of, four groups agree with groove 101 and agree with board 2 and are located four square positions that the bottom ring 1 is close to the bottom respectively and for distributing from last to last in proper order, bottom ring 1 in the device, support ring 4 and go-between 3's design, can make this pile foundation have the protective layer of hollow cylinder shape, directly make this protective layer nail into the soil layer before the construction, then get into the excavation in the inside of protective layer, thereby can avoid soil to appear the condition emergence of collapsing because of groundwater level is higher, and the agreeing with board 2 cooperation in the device agrees with the seting with of groove 101, thereby played the effect that can seal up the bottom of this bottom ring 1, thereby make cement and reinforcing bar have supporting platform, thereby can make the pile foundation more firm in the lower higher region.
Referring to fig. 2, the top of the bottom ring 1 near the edge is fixedly connected with a connection ring 3, the inner wall of the connection ring 3 is attached with a support ring 4, the bottom of the inner wall of the connection ring 3 and the side of the support ring 4 near the top are fixedly connected with a butt-joint ring 31 and a seal ring 41 respectively, the inner wall of the butt-joint ring 31 and the surface of the seal ring 41 are both threaded and are in threaded connection with the support ring 4 and the connection ring 3 respectively, so that the function of taking down the support ring 4 is achieved, and the consumable materials of the device can be reduced.
In using the utility model discloses the time, earlier need make under ring 1 among the device, go-between 3 and support ring 4 directly agree with and form the protective layer in advancing the soil layer, then excavate in this protective layer, thereby need not the large tracts of land and dig out soil, and in the soft and higher area of groundwater level of soil, avoid being used for burying the hole landslide of pile foundation underground, need make to agree with board 2 from the different bottom of following the perpendicular hole of under ring 1 after the soil excavation completion in this protective layer, then rethread promotion groove 21 promotes and agrees with board 2, thereby make to agree with board 2 and agree with the inside of agreeing with groove 101, can seal up the bottom of this under ring 1, the butt joint hole 23 that is used for the butt joint reinforcing bar that the cooperation agrees with board 2 upper surface was seted up again, thereby can make reinforcing bar and concrete have good support in under ring 1's with the inside.
The above description is only an embodiment of the present invention, and is not intended to limit the present invention. Various modifications and changes may occur to those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention should be included in the scope of the claims of the present invention.
Claims (5)
1. The utility model provides a composite pile structure for transmission line iron tower, includes end ring (1), agrees with board (2) and go-between (3), its characterized in that: a fitting groove (101) is formed in the side face, close to the bottom, of the bottom ring (1), a limiting plate (102) used for limiting the fitting plate (2) is fixedly connected to the bottom and the top, close to the edge, of the fitting groove (101), a vertical groove (104) is formed in the top of the bottom ring (1), a transverse groove (103) is transversely formed in the bottom, close to the vertical groove (104), of the bottom ring (1), and the bottom is communicated with the vertical groove (104);
agree with plywood (2) and be the fan-shaped piece of one side plane one side cambered surface, agree with plywood (2) and offer promotion groove (21) that are used for promoting to agree with plywood (2) and get into and agree with groove (101) near the upper surface of plane one side, agree with plywood (2) and be close to equal fixedly connected with stopper (22) in one side planar cambered surface both ends.
2. The composite pile structure for the power transmission line iron tower according to claim 1, characterized in that: the upper surface evenly distributed of contract plate (2) has a plurality of butt joint hole (23), butt joint hole (23) are the three-layer cylinder cavity that the top diameter reduces downwards in proper order.
3. The composite pile structure for the power transmission line iron tower according to claim 1, characterized in that: the top of the bottom ring (1) close to the edge is fixedly connected with a connecting ring (3), and the inner wall of the connecting ring (3) is attached with a support ring (4).
4. The composite pile structure for the power transmission line iron tower according to claim 1, characterized in that: the inner wall bottom of the connecting ring (3) and the side face, close to the top, of the support ring (4) are fixedly connected with a butt joint ring (31) and a sealing ring (41) respectively, threads are formed in the inner wall of the butt joint ring (31) and the surface of the sealing ring (41) and are in threaded connection with the support ring (4) and the connecting ring (3) respectively.
5. The composite pile structure for the power transmission line iron tower according to claim 1, characterized in that: the number of the conjunction grooves (101) and the conjunction plates (2) is four, one conjunction groove (101) and one conjunction plate (2) form a group, and the four groups of conjunction grooves (101) and the conjunction plates (2) are respectively positioned at four square positions of the bottom ring (1) close to the bottom and are sequentially distributed from top to bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120733170.6U CN214738225U (en) | 2021-04-10 | 2021-04-10 | Composite pile structure for power transmission line iron tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120733170.6U CN214738225U (en) | 2021-04-10 | 2021-04-10 | Composite pile structure for power transmission line iron tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214738225U true CN214738225U (en) | 2021-11-16 |
Family
ID=78601947
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120733170.6U Active CN214738225U (en) | 2021-04-10 | 2021-04-10 | Composite pile structure for power transmission line iron tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214738225U (en) |
-
2021
- 2021-04-10 CN CN202120733170.6U patent/CN214738225U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20231109 Address after: No.55, Building 3, Yard 1, Fenghui Nanfang, Lianhu District, Xi'an, Shaanxi 710000 Patentee after: Ji Cuiping Address before: 350000 No. 165, Shunchang County South Road, Nanping City, Fujian Province Patentee before: Fujian Shunchang Xinli Power Equipment Manufacturing Co.,Ltd. |