CN204212151U - A kind of spiral ground pile - Google Patents
A kind of spiral ground pile Download PDFInfo
- Publication number
- CN204212151U CN204212151U CN201420500853.7U CN201420500853U CN204212151U CN 204212151 U CN204212151 U CN 204212151U CN 201420500853 U CN201420500853 U CN 201420500853U CN 204212151 U CN204212151 U CN 204212151U
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- China
- Prior art keywords
- ground pile
- adjusting bracket
- lock
- installation adjusting
- flange
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- Withdrawn - After Issue
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Abstract
A kind of spiral ground pile, comprise ground pile frame, the flange with helical fin, described spiral ground pile also comprises the installation adjusting bracket being arranged on described pile frame top, ground, described flange can both be arranged in the plane that at least two crossing rotationally with the top of described installation adjusting bracket, and described spiral ground pile also comprises the horizontal lock mechanism for described installation adjusting bracket and described flange relative position being locked.Horizontal lock mechanism can will lock in an entirety between installation adjusting bracket and flange, thus utilize pile driver to act on flange directly a kind of spiral ground pile to be squeezed in ground, after squeezing into ground, if the levelness residing for flange has deviation, horizontal lock mechanism can be unlocked, thus the levelness of adjustment flange, flange can be made to be regulated with the angle of installing adjusting bracket, thus make flange maintenance level.
Description
Technical field
the utility model relates to a kind of spiral ground pile as support.
Background technology
spiral ground pile of the prior art, comprises ground pile frame 1, the flange 21 with helical fin.Flange can not adjust relative to the angle of ground pile frame 1 center line.As shown in Figure 19, because geologic structure is different or artificial misoperation, pile machine is easily deflected when a kind of spiral ground pile is squeezed into underground, also have certain situation to be the flange maintenance level being difficult to ensure each.And a kind of spiral ground pile is also more difficult taking-up after squeezing into underground, even if take out, due to ground pine, can not repeat to squeeze into same foundation points, operation comparatively bothers, as directly installed Rotating fields on a kind of spiral ground pile, as solar bracket, building support and structure etc., these superstructures are easily out of shape, and are namely difficult to ensure its accuracy.
Utility model content
the technical problems to be solved in the utility model is to provide a kind of spiral ground pile.
in order to solve the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of spiral ground pile, comprise ground pile frame, the flange with helical fin, described spiral ground pile also comprises the installation adjusting bracket being arranged on described pile frame top, ground, described flange can both be arranged in the plane that at least two crossing rotationally with the top of described installation adjusting bracket, and described spiral ground pile also comprises the horizontal lock mechanism for described installation adjusting bracket and described flange relative position being locked.
in some embodiments, one in two, the top of described flange and described installation adjusting bracket has fixing bulb joint, another in two has the first lock, described horizontal lock mechanism comprises for fixing with the first described lock thus clamping the second lock of described bulb joint, forms the holding tank can accommodating described bulb joint between the first described lock and the second described lock.
in some further embodiment, between the first described lock and the second described lock or the second described lock is provided with the pendulum groove allowing bulb joint to swing.
in some further embodiment, the first described lock and the second described lock are fixed by multiple screw.
in some further embodiment, in the first described lock and the second described lock, at least one and described bulb joint are inserted mutually by a fastening screw and are located.
in some embodiments, described installation adjusting bracket can be arranged on the top of described ground pile frame by upper-lower height adjustable ground, and pass through threaded engagement between described installation adjusting bracket and described ground pile frame, by described installation adjusting bracket relative to described ground pile frame rotate thus installation adjusting bracket described in regulating relative to the height and position of described ground pile frame, described spiral ground pile also comprises for the elevation locking mechanism by locking between described installation adjusting bracket and described ground pile frame.
in some further embodiment, described elevation locking mechanism comprises locking hole, the elastic cushion block be arranged in described locking hole, the adjusting bolt that coordinate inconsistent with described elastic cushion block, described adjusting bolt and the described locking hole phase threaded engagement that are opened in facing to described installation adjusting bracket on ground pile frame.
further, described ground pile frame comprises pile body, the pile nut be fixed on described pile body, and threaded engagement between described pile nut and described installation adjusting bracket, described locking hole is opened on described pile nut.
in some further embodiment, described elevation locking mechanism comprise the bottom being opened in described installation adjusting bracket the first lockhole, be opened in ground pile frame on the second lockhole, the first described lockhole and the lock pin of the second lockhole can be inserted in removing.
in some further embodiment, the top of described ground pile frame has host cavity, and described installation adjusting bracket is inserted in described host cavity.
further, the bottom of described installation adjusting bracket is fixed with the locating part preventing the described host cavity described in the disengaging of installation adjusting bracket.
scope of the present utility model, is not limited to the technical scheme of the particular combination of above-mentioned technical characteristic, also should contain simultaneously and be undertaken being combined by above-mentioned technical characteristic or its equivalent feature and other technical scheme of being formed.The technical characteristic that such as, disclosed in above-mentioned feature and the application (but being not limited to) has similar functions is replaced mutually and the technical scheme etc. formed.
because technique scheme is used, the utility model compared with prior art has following advantages: horizontal lock mechanism can will lock in an entirety between installation adjusting bracket and flange, thus utilize pile driver to act on flange directly a kind of spiral ground pile to be squeezed in ground, after squeezing into ground, if the levelness residing for flange has deviation, horizontal lock mechanism can be unlocked, thus the levelness of adjustment flange, flange can be made to be regulated with the angle of installing adjusting bracket, thus make flange maintenance level.
Accompanying drawing explanation
accompanying drawing 1 is front view of the present utility model (horizontal lock mechanism embodiment one);
accompanying drawing 2 is left view of the present utility model (horizontal lock mechanism embodiment one);
accompanying drawing 3 is the A-A sectional drawing (reset condition) of accompanying drawing 2;
accompanying drawing 4 is the schematic diagram of accompanying drawing 3 after level angle regulates;
accompanying drawing 5 is front view of the present utility model (horizontal lock mechanism embodiment two);
accompanying drawing 6 is the B-B sectional drawing (reset condition) of accompanying drawing 5;
accompanying drawing 7 is the schematic diagram of accompanying drawing 6 after level angle regulates;
accompanying drawing 8 is front view of the present utility model (horizontal lock mechanism embodiment three);
accompanying drawing 9 is the C-C sectional drawing (reset condition) of accompanying drawing 8;
accompanying drawing 10 is the schematic diagram of accompanying drawing 9 after level angle regulates;
accompanying drawing 11 is front view of the present utility model (horizontal lock mechanism embodiment four);
accompanying drawing 12 is the D-D sectional drawing (reset condition) of accompanying drawing 11;
accompanying drawing 13 is the schematic diagram of accompanying drawing 12 after level angle regulates;
accompanying drawing 14 is front view of the present utility model (horizontal lock mechanism embodiment five);
accompanying drawing 15 is the E-E sectional drawing (reset condition) of accompanying drawing 14;
accompanying drawing 16 is the schematic diagram of accompanying drawing 15 after level angle regulates;
accompanying drawing 17 is the embodiment two (lock-out state) of elevation locking mechanism;
accompanying drawing 18 is the embodiment two (released state) of elevation locking mechanism;
accompanying drawing 19 is the use schematic diagram of a kind of spiral ground pile of the prior art;
accompanying drawing 20 is use schematic diagram of the present utility model (a kind of spiral ground pile perfect condition);
accompanying drawing 21 is use schematic diagram of the present utility model (a kind of spiral ground pile deflects state);
wherein: pile frame 1; 11, pile body; 12, pile nut; 13, helical fin; 14, host cavity;
21, flange; 22, adjusting bracket is installed; 23, bulb joint; 24, the first lock; 25, the second lock; 26, holding tank; 27, groove is put; 28, fastening screw; 29, screw;
31, adjusting bolt; 32, elastic cushion block; 33, locking hole;
41, lock pin; 42, the first lockhole; 43, the second lockhole; 51, the first guard shield; 52, the second guard shield; 61, lock pin; 62, locking internal thread hole; 63, chute is regulated; 71, locating part.
Detailed description of the invention
embodiment one: as shown in accompanying drawing 1-4, a kind of spiral ground pile, comprise ground pile frame 1, the flange 21 with helical fin 13, a kind of spiral ground pile also comprises the installation adjusting bracket 22 being arranged on pile frame 1 top, ground, installing adjusting bracket 22 relative to ground pile frame 1 can be that relatively to fix formation one overall, also can be as in the present embodiment, adjusting bracket 22 is installed and passes through threaded engagement relative between ground pile frame 1, can regulating flange dish 21 height during rotation, the elevation locking mechanism of locking between adjusting bracket 22 and ground pile frame 1 is installed.
flange 21 can be arranged rotatedly with the top of installing adjusting bracket 22 on the in-plane that two crossing, and a kind of spiral ground pile also comprises the horizontal lock mechanism for being locked with flange 21 relative position by installation adjusting bracket 22.
in the present embodiment, flange 21 utilizes ball-joint to adjust angle between the two with the top of installing adjusting bracket 22.Flange 21 has fixing bulb joint 23, the top of installing adjusting bracket 22 has the first fixing lock 24, horizontal lock mechanism comprises for fixing with the first lock 24 thus clamping the second lock 25 of bulb joint 23, fixed by multiple screw 29 between first lock 24 and the second lock 25, bolt is also passable.Form the holding tank 26 can accommodating bulb joint 23 between the two.Bulb joint clamps by the first lock 24 and second lock 25 1 the first from left rightly.Further, locate by fastening screw 28 phase is slotting with bulb joint 23 in the first lock 24 and the second lock 25.Ensure in reset condition, namely a kind of spiral ground pile is squeezed in the process of pile by pile machine, and flange 21 and installation adjusting bracket 22 form a fixing entirety.And after squeezing into underground, be that a kind of spiral ground pile is in desirable state as shown in Figure 20, a kind of spiral ground pile is beaten as the crow flies in ground, directly can install Rotating fields above flange 21, as solar energy frame etc.Need as shown in Figure 21, if a kind of spiral ground pile has deflected, when needing the level angle adjusting flange 21, fastening screw 28 is extracted dismounting, then unscrew each screw 29, allow bulb joint 23 to rotate in holding tank 26, screw 29 can be screwed after angle adjustment is complete again.Flange 21 and installation adjusting bracket 22 form a fixing entirety.
formed between first lock 24 and the second lock 25 and put groove 27.Pendulum groove allows bulb joint 23 to rotate in holding tank 26.
about the structure of installing between adjusting bracket 22 and ground pile frame 1.Install adjusting bracket 22 can upper-lower height adjustable ground be arranged on ground pile frame 1 top, and install between adjusting bracket 22 and ground pile frame 1 and pass through threaded engagement, concrete ground pile frame 1 comprises pile body 11, the pile nut 12 be fixed on pile body 11, threaded engagement between pile nut 12 and installation adjusting bracket 22, locking hole 33 is opened on pile nut 12.
by install adjusting bracket 22 relatively pile frame 1 rotate thus regulate installation adjusting bracket 22 relative to the height and position of ground pile frame 1, in the present embodiment, elevation locking mechanism comprises locking hole 33, the elastic cushion block 32 be arranged in locking hole 33, the adjusting bolt 31 that coordinate inconsistent with elastic cushion block 32, adjusting bolt 31 and the locking hole 33 phase threaded engagement that are opened in facing to installation adjusting bracket 22 on ground pile frame 1.Adjusting bolt 31 has position location and positioning solution removes position, under detent mechanism is in position location, adjusting bolt 31 is pushed against on elastic cushion block 32, elastic cushion block 32 is pushed against to be installed on adjusting bracket 22, install between adjusting bracket 22 and ground pile frame 1 and can not rotate, when detent mechanism is in positioning solution except under position, adjusting bolt 31 leaves elastic cushion block 32, elastic cushion block 32 is thrown off with installation adjusting bracket 22 phase, can rotate installation adjusting bracket 22 and regulate base height.
elevation locking mechanism also comprise be opened in the bottom of installing adjusting bracket 22 the first lockhole 42, the second lockhole 43 be opened on ground pile frame 1, the lock pin 41 of the first lockhole 42 and the second lockhole 43 can be inserted in removing.When lock pin 41 is inserted in the first lockhole 42 and the second lockhole 43, ensure in reset condition, namely a kind of spiral ground pile is squeezed in the process of pile by pile machine, and ground pile frame 1 and installation adjusting bracket 22 form a fixing entirety.And after squeezing into underground, when adjusting the height of flange 21 as needed, lock pin 41 is extracted dismounting, then adjusting bolt 31 is unscrewed, permission installation adjusting bracket 22 relatively pile frame 1 rotates, thus the height of regulating flange dish 21, adjusting bolt 31 can be screwed again after having adjusted.Flange 21 and installation adjusting bracket 22 form a fixing entirety.The top of ground pile frame 1 has host cavity 14, installs adjusting bracket 22 and is inserted in host cavity 14.
the bottom of ground pile frame 1 is cone-shaped.
not shown, the bottom of installing adjusting bracket 22 can be fixed with the locating part preventing installation adjusting bracket 22 from departing from host cavity 14.The setting of locating part can refer to shown in Fig. 9, the Figure 10 in following embodiment three, is fixed with locating part 71 in the bottom of installing adjusting bracket 22.
embodiment two, embodiment two is with the difference of embodiment one: as shown in accompanying drawing 5-7, and bulb joint 23 is fixed on the top of installing adjusting bracket 22, and the first lock 24 is fixed on flange 21.Bulb joint 23 clamps by the first lock 24 and the second lock 25 one on the other.First lock 24 and bulb joint 23 are inserted by fastening screw 28 phase and are located.
embodiment three, embodiment three is with the difference of embodiment two: as shown in accompanying drawing 8-10, do not have fastening screw 28, but directly connect the screw 29 used between the first lock 24 and the second lock 25, by a screw 29 directly precession ground pile frame 1, thus adjusting bracket 22 and flange 21 will be installed.
embodiment four, embodiment four is with the difference of embodiment one: as shown in accompanying drawing 11-13, bulb joint 23 clamps by the first lock 24 and the second lock 25 one on the other.First lock 24 and bulb joint 23 are inserted by fastening screw 28 phase and are located.
embodiment five, embodiment five is with the difference of embodiment two: a kind of spiral ground pile also comprises the first guard shield 51, second guard shield 52 be connected by screws bolts, first guard shield 51 and the second guard shield 52 wrap to be located at outside the first lock 24 and the second lock 25, fastening screw 28, through bulb joint 23 and the first guard shield 51 and the second guard shield, makes flange 21 and installs between adjusting bracket 22 to form an entirety.
about elevation locking mechanism, shown in accompanying drawing 17,18, additionally provide another kind of structure, elevation locking mechanism's short transverse comprised along ground pile frame 1 be opened in adjustment chute 63 on pile body 11, be opened in the locking internal thread hole 62 of installation adjusting bracket 22 bottom stated, can with the ground lock pin 61 of locking internal thread hole 62 phase threaded engagement.Lock pin 61, through regulating chute 63 and locking internal thread hole 62 threaded engagement, makes to do in the proper way and installs adjusting bracket 22 and form an entirety with ground pile frame 1.When needing the height of regulating flange dish 221, lock pin 61 is screwed out in locking internal thread hole 62 and departs from adjustment chute 63, namely can the height of regulating flange dish 21.When being adjusted to suitable height, then lock pin 61 is screwed in locking internal thread hole 62 through regulating chute 63.
above-described embodiment, only for technical conceive of the present utility model and feature are described, its object is to person skilled in the art can be understood content of the present utility model and implement according to this, can not limit protection domain of the present utility model with this.All equivalences done according to the utility model Spirit Essence change or modify, and all should be encompassed within protection domain of the present utility model.
Claims (11)
1. a spiral ground pile, comprise ground pile frame (1), the flange (21) with helical fin (13), it is characterized in that: described a kind of spiral ground pile also comprises the installation adjusting bracket (22) being arranged on described ground pile frame (1) top, described flange (21) can both be arranged in the plane that at least two crossing rotationally with the top of described installation adjusting bracket (22), and described a kind of spiral ground pile also comprises the horizontal lock mechanism for described installation adjusting bracket (22) and described flange (21) relative position being locked.
2. a kind of spiral ground pile according to claim 1, it is characterized in that: described flange (21) has fixing bulb joint (23) with in two, the top of described installation adjusting bracket (22), another in two has the first lock (24), described horizontal lock mechanism comprises for fixing with described the first lock (24) thus clamping second lock (25) of described bulb joint (23), the holding tank (26) can accommodating described bulb joint (23) is formed between described the first lock (24) and described the second lock (25).
3. a kind of spiral ground pile according to claim 2, is characterized in that: between described the first lock (24) and described the second lock (25) or described the second lock (25) is provided with the pendulum groove (27) allowing bulb joint (23) to swing.
4. a kind of spiral ground pile according to claim 2, is characterized in that: described the first lock (24) is fixed by multiple screw (29) with described the second lock (25).
5. a kind of spiral ground pile according to claim 2, is characterized in that: in described the first lock (24) and described the second lock (25), at least one and described bulb joint (23) are inserted mutually by a fastening screw (28) and located.
6. a kind of spiral ground pile according to claim 1, it is characterized in that: described installation adjusting bracket (22) can be arranged on the top of described ground pile frame (1) by upper-lower height adjustable ground, and pass through threaded engagement between described installation adjusting bracket (22) and described ground pile frame (1), by described installation adjusting bracket (22) relative to described ground pile frame (1) rotate thus installation adjusting bracket (22) described in regulating relative to the height and position of described ground pile frame (1), described a kind of spiral ground pile also comprises for the elevation locking mechanism by locking between described installation adjusting bracket (22) and described ground pile frame (1).
7. a kind of spiral ground pile according to claim 6, it is characterized in that: described elevation locking mechanism comprises the locking hole (33), the elastic cushion block (32) be arranged in described locking hole (33), the adjusting bolt (31) that coordinate inconsistent with described elastic cushion block (32) that are opened in ground pile frame (1) and above face toward described installation adjusting bracket (22), described adjusting bolt (31) and described locking hole (33) phase threaded engagement.
8. a kind of spiral ground pile according to claim 7, it is characterized in that: described ground pile frame (1) comprises pile body (11), the pile nut (12) be fixed on described pile body (11), threaded engagement between described pile nut (12) and described installation adjusting bracket (22), described locking hole (33) is opened on described pile nut (12).
9. a kind of spiral ground pile according to claim 6, is characterized in that; Described elevation locking mechanism comprise the bottom being opened in described installation adjusting bracket (22) the first lockhole (42), the second lockhole (43) be opened on ground pile frame (1), described the first lockhole (42) and the lock pin (41) of the second lockhole (43) can be inserted in removing.
10. a kind of spiral ground pile according to claim 6, is characterized in that: the top of described ground pile frame (1) has host cavity (14), and described installation adjusting bracket (22) is inserted in described host cavity (14).
11. a kind of spiral ground piles according to claim 10, is characterized in that: the bottom of described installation adjusting bracket (22) is fixed with the locating part (71) preventing the described host cavity (14) described in installation adjusting bracket (22) disengaging.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420500853.7U CN204212151U (en) | 2014-03-11 | 2014-09-02 | A kind of spiral ground pile |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2014100858686 | 2014-03-11 | ||
| CN201410085868.6A CN103835291A (en) | 2014-03-11 | 2014-03-11 | Screw pile |
| CN201420500853.7U CN204212151U (en) | 2014-03-11 | 2014-09-02 | A kind of spiral ground pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204212151U true CN204212151U (en) | 2015-03-18 |
Family
ID=50799157
Family Applications (5)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410085868.6A Pending CN103835291A (en) | 2014-03-11 | 2014-03-11 | Screw pile |
| CN201410443349.2A Expired - Fee Related CN104196020B (en) | 2014-03-11 | 2014-09-02 | Spiral ground pile |
| CN201420500853.7U Withdrawn - After Issue CN204212151U (en) | 2014-03-11 | 2014-09-02 | A kind of spiral ground pile |
| CN201410442988.7A Expired - Fee Related CN104196019B (en) | 2014-03-11 | 2014-09-02 | A kind of spiral ground pile |
| CN201420500855.6U Withdrawn - After Issue CN204000857U (en) | 2014-03-11 | 2014-09-02 | Spiral ground pile |
Family Applications Before (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410085868.6A Pending CN103835291A (en) | 2014-03-11 | 2014-03-11 | Screw pile |
| CN201410443349.2A Expired - Fee Related CN104196020B (en) | 2014-03-11 | 2014-09-02 | Spiral ground pile |
Family Applications After (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410442988.7A Expired - Fee Related CN104196019B (en) | 2014-03-11 | 2014-09-02 | A kind of spiral ground pile |
| CN201420500855.6U Withdrawn - After Issue CN204000857U (en) | 2014-03-11 | 2014-09-02 | Spiral ground pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (5) | CN103835291A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196019A (en) * | 2014-03-11 | 2014-12-10 | 祝怡 | Spiral ground pile |
| CN104895069A (en) * | 2015-06-05 | 2015-09-09 | 浙江大学城市学院 | Spiral type tube-sinking cast-in-situ pile |
| EP3211138A1 (en) * | 2016-02-24 | 2017-08-30 | Josef Priglinger | Substructure for a structure |
| CN108425642A (en) * | 2018-04-18 | 2018-08-21 | 邱实 | Drilling rod basis |
| CN109356149A (en) * | 2018-10-02 | 2019-02-19 | 陶慧 | Self-interacting type spiral ground pile |
| CN109797742A (en) * | 2019-02-15 | 2019-05-24 | 漳州和瑞建材有限公司 | Adjustable ground pile |
| CN117266144A (en) * | 2023-11-23 | 2023-12-22 | 福建省永春双恒铝材有限公司 | High-stability solar photovoltaic bracket ground pile and production method thereof |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106013136B (en) * | 2016-07-07 | 2019-01-08 | 无锡帝安福科技有限公司 | Assembled foundation piles |
| CN107288127A (en) * | 2017-08-09 | 2017-10-24 | 兰州有色冶金设计研究院有限公司 | Pile protection pile tube and its construction method in Miniature adjustable steel |
| CN108321561B (en) * | 2018-01-03 | 2019-11-22 | 国家电网公司 | A kind of built-in type spiral hanging earthing conductor device |
| CN109440764A (en) * | 2018-12-09 | 2019-03-08 | 肥东县绿建温室大棚科技有限公司 | A kind of adjustable horizontal anchorage in garden greenhouse |
| CN112554180A (en) * | 2020-11-17 | 2021-03-26 | 温州茧麦环保科技有限公司 | Support pile for building engineering with fixed adjustable function |
| CN114032900B (en) * | 2021-12-15 | 2022-10-21 | 中国五冶集团有限公司 | Pile sinking method for high backfill region |
| CN114737563B (en) * | 2022-03-30 | 2023-08-22 | 青岛宝强能源科技有限公司 | Spiral ground pile with adjustable upright post installation height |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60246923A (en) * | 1984-05-18 | 1985-12-06 | Daido Concrete Kogyo Kk | Rotary device for foundation pile |
| CN201137618Y (en) * | 2008-01-05 | 2008-10-22 | 马振山 | Ground pile for machinery |
| CN102261372B (en) * | 2010-05-28 | 2014-03-26 | 鸿富锦精密工业（深圳）有限公司 | Bulb joint |
| CN201818245U (en) * | 2010-10-26 | 2011-05-04 | 湖南山河智能机械股份有限公司 | Spiral pile driving and coupling device |
| CN102409671A (en) * | 2011-08-04 | 2012-04-11 | 广东保威新能源有限公司 | Spiral pillar with adjustable upright column mounting height |
| CN102270680B (en) * | 2011-08-25 | 2013-08-28 | 广东保威新能源有限公司 | Spiral pile capable of adjusting eccentrically-installed vertical post |
| CN202298610U (en) * | 2011-10-26 | 2012-07-04 | 苏州爱康光伏安装系统有限公司 | Telescopic spiral ground pile |
| CN103835291A (en) * | 2014-03-11 | 2014-06-04 | 苏州尼克司建材有限公司 | Screw pile |
-
2014
- 2014-03-11 CN CN201410085868.6A patent/CN103835291A/en active Pending
- 2014-09-02 CN CN201410443349.2A patent/CN104196020B/en not_active Expired - Fee Related
- 2014-09-02 CN CN201420500853.7U patent/CN204212151U/en not_active Withdrawn - After Issue
- 2014-09-02 CN CN201410442988.7A patent/CN104196019B/en not_active Expired - Fee Related
- 2014-09-02 CN CN201420500855.6U patent/CN204000857U/en not_active Withdrawn - After Issue
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196019A (en) * | 2014-03-11 | 2014-12-10 | 祝怡 | Spiral ground pile |
| CN104196020A (en) * | 2014-03-11 | 2014-12-10 | 祝怡 | Screw pile |
| CN104895069A (en) * | 2015-06-05 | 2015-09-09 | 浙江大学城市学院 | Spiral type tube-sinking cast-in-situ pile |
| EP3211138A1 (en) * | 2016-02-24 | 2017-08-30 | Josef Priglinger | Substructure for a structure |
| CN108425642A (en) * | 2018-04-18 | 2018-08-21 | 邱实 | Drilling rod basis |
| CN109356149A (en) * | 2018-10-02 | 2019-02-19 | 陶慧 | Self-interacting type spiral ground pile |
| CN109356149B (en) * | 2018-10-02 | 2020-11-27 | 山东仁合新材料科技有限公司 | Self-adjusting spiral ground pile |
| CN109797742A (en) * | 2019-02-15 | 2019-05-24 | 漳州和瑞建材有限公司 | Adjustable ground pile |
| CN117266144A (en) * | 2023-11-23 | 2023-12-22 | 福建省永春双恒铝材有限公司 | High-stability solar photovoltaic bracket ground pile and production method thereof |
| CN117266144B (en) * | 2023-11-23 | 2024-02-06 | 福建省永春双恒铝材有限公司 | High-stability solar photovoltaic bracket ground pile and production method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104196019A (en) | 2014-12-10 |
| CN204000857U (en) | 2014-12-10 |
| CN104196019B (en) | 2016-04-13 |
| CN104196020A (en) | 2014-12-10 |
| CN104196020B (en) | 2016-04-13 |
| CN103835291A (en) | 2014-06-04 |
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