CN109972615A - A kind of building site spiral ground pile - Google Patents
A kind of building site spiral ground pile Download PDFInfo
- Publication number
- CN109972615A CN109972615A CN201910262569.8A CN201910262569A CN109972615A CN 109972615 A CN109972615 A CN 109972615A CN 201910262569 A CN201910262569 A CN 201910262569A CN 109972615 A CN109972615 A CN 109972615A
- Authority
- CN
- China
- Prior art keywords
- ground pile
- column
- building site
- lower half
- pushing away
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/56—Screw piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The present invention discloses a kind of building site spiral ground pile, including ground pile, the ground pile outer ring is also welded with positioning ring, it is located at the helical guide groove being equipped with below the positioning ring around its periphery on the ground pile, it is the cavity structure of opening at the top of the ground pile, it is threaded in the internal cavities of the ground pile and pushes away column, the lower half for pushing away column is taper, several T-type inserting columns for extending vertically through ground pile and being inserted into soil layer are symmetrically arranged at the lower half for pushing away column, reset spring is equipped between the T-type inserting column and ground pile inner wall, the T-type inserting column is equipped with the buphthalmos ball contacted with the side wall for pushing away column lower half close to one end of the lower half for pushing away column, it is located above the positioning ring on the ground pile and is coaxially connected with bearing, the bearing outer ring is hinged with several adjustable diagonal braces that stretch.The configuration of the present invention is simple, novelty, load performance, stability, resistance to settling and anti-pull-out property are good.
Description
Technical field
The present invention relates to the realm of building construction, specifically a kind of building site spiral ground pile.
Background technique
Timber is the supporting member that construction bottom is contacted with ground, its effect is that the load on building top is transmitted to ground
Base, therefore ground must be firm, stable and reliable, timber is the part-structure component of engineering structure below ground, and being used to will
Superstructure load is transmitted to ground, is the important component of house, bridge, harbour and other structures.
The timber of building lot construction in the prior art is easy the corrosion by ground steam, and timber is caused to rot,
Load performance, stability, resistance to settling and anti-pull-out property are poor, and lack and structure is effectively protected, and influence the stabilization of building
Performance.Therefore, for this status, there is an urgent need to develop a kind of building site spiral ground piles, to overcome in currently practical application
It is insufficient.
Summary of the invention
The purpose of the present invention is to provide a kind of building site spiral ground piles, to solve mentioned above in the background art ask
Topic.
In order to solve the above-mentioned technical problem, the technical solution adopted by the present invention is that:
A kind of building site spiral ground pile, including ground pile, the ground pile outer ring are also welded with positioning ring, are located on the ground pile
It is equipped with the helical guide groove around its periphery below the positioning ring, is the cavity structure of opening at the top of the ground pile, the ground pile
It is threaded in internal cavities and pushes away column, the lower half for pushing away column is taper, if being symmetrically arranged at the lower half for pushing away column
The dry T-type inserting column for extending vertically through ground pile and being inserted into soil layer is equipped with reset spring, the T between the T-type inserting column and ground pile inner wall
Type inserting column is equipped with the buphthalmos ball contacted with the side wall for pushing away column lower half, the ground pile close to one end of the lower half for pushing away column
Upper to be coaxially connected with bearing above the positioning ring, the bearing outer ring is hinged with several adjustable diagonal braces that stretch.
Further, the diagonal brace includes interior bar, outer bar, and the interior bar is co-axially inserted inside the outer bar, the interior bar
Several location holes along its axial lineal layout are equipped with, the outer bar is equipped with through its ontology and cooperates with the location hole
Positioning bolt.
Further, the one end of the interior bar far from outer bar is pyramidal structure, and the outer bar is equipped with far from one end of interior bar
The hinged anchor with the outer ring of bearing.
Further, the internal cavities bottom of the ground pile be equipped with push away column lower end cooperation rubber base plate.
Further, the screw thread positioning vertical with its inner wall is threaded at the port of the internal cavities of the ground pile
Pin.
Further, several fixation spiral shells for hammering into soil layer are equidistantly uniformly provided with along its circumferencial direction on the positioning ring
Nail.
Further, the inner ring of the bearing is fixedly connected with the periphery of ground pile.
The beneficial effects of the present invention are:
The present invention provides a kind of building site spiral ground pile, and structure is simple, novel, pushes away column by precession, pushes away column and moving down
During, lower half is squeezed with buphthalmos ball, promotes to pass through T-type in T-type inserting column compression reseting spring insertion soil layer
The mode of inserting column and the dual fixation of helical guide groove improves load performance, stability, resistance to settling and the anti-pulling of ground pile
Energy；By the fixation of positioning ring and fixing screws, the stability of ground pile can be promoted and determine that ground pile enters the depth of soil layer；It is logical
The adjustable diagonal brace that stretches is crossed, the stability of ground pile is improved, simultaneously because the working characteristics of bearing, can suitably adjust several diagonal braces
Rotation, to ensure that the supporting surface of diagonal brace is in same level as far as possible, keeps the stationarity of ground pile.
Detailed description of the invention
The present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments.
Fig. 1 is front cross-sectional structure chart of the present invention.
Fig. 2 is the structural schematic diagram of T-type inserting column.
Fig. 3 is the structural schematic diagram of diagonal brace.
In figure: 1, ground pile, 2, positioning ring, 3, helical guide groove, 4, push away column, 5, T-type inserting column, 6, reset spring, 7, buphthalmos rolling
Pearl, 8, bearing, 9, diagonal brace, 9-1, interior bar, 9-2, outer bar, 9-3, location hole, 9-4, positioning bolt, 9-5, anchor, 10, rubber-sole
Seat, 11, screw thread positioning pin, 12, fixing screws.
Specific embodiment
Technical solution of the present invention is clearly and completely described below in conjunction with attached drawing, it is clear that described implementation
Example is a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, ordinary skill
Personnel's every other embodiment obtained without making creative work, shall fall within the protection scope of the present invention.
As shown in Figures 1 to 3, the present invention provides a kind of building site spiral ground pile, including ground pile 1, and 1 outer ring of ground pile is also welded
It is connected to positioning ring 2, is equidistantly uniformly provided with several fixing screws 12 for hammering into soil layer along its circumferencial direction on the positioning ring 2,
It is located at the helical guide groove 3 being equipped with below the positioning ring 2 around its periphery on the ground pile 1, is the sky of opening at the top of the ground pile 1
Cavity configuration is threaded in the internal cavities of the ground pile 1 and pushes away column 4, and the lower half for pushing away column 4 is taper, described to push away column 4
Lower half at be symmetrically arranged with several T-type inserting columns 5 for extending vertically through ground pile 1 and being inserted into soil layer, the T-type inserting column 5 in ground pile 1
Reset spring 6 is equipped between wall, the T-type inserting column 5 is equipped with close to one end of the lower half for pushing away column 4 and pushes away 4 lower half of column
Side wall contact buphthalmos ball 7, be located on the ground pile 1 above the positioning ring 2 and be coaxially connected with bearing 8, the bearing 8
Outer ring is hinged with several adjustable diagonal braces 9 that stretch.
The diagonal brace 13 includes interior bar 9-1, outer bar 9-2, and the interior bar 9-1 is co-axially inserted inside the outer bar 9-2, described
Interior bar 9-1 is equipped with several location hole 9-3 along its axial lineal layout, the outer bar 9-2 be equipped with through its ontology and with
The positioning bolt 9-4, the interior bar 9-1 of the location hole 9-3 cooperation are pyramidal structure far from one end of outer bar 9-2, described outer
Bar 9-2 is equipped with the anchor 9-5 hinged with the outer ring of bearing 12 far from one end of interior bar 9-1.
The internal cavities bottom of the ground pile 1 be equipped with push away column lower end cooperation rubber base plate 10.
The screw thread positioning pin 11 vertical with its inner wall is threaded at the port of the internal cavities of the ground pile 1, to pushing away
The movement travel of column 4 is limited.
The inner ring of the bearing 8 is fixedly connected with the periphery of ground pile 1.
Concrete operating principle: ground pile 1 is squeezed into soil layer using piling machine first, connects positioning ring 2 sufficiently with ground
Touching, then pushes away column 4 by precession, pushes away column 4 during moving down, lower half is squeezed with buphthalmos ball 7, promotes T-type
5 compression reseting spring 6 of inserting column is inserted into soil layer, by way of T-type inserting column 5 and the dual fixation of helical guide groove 3, improves ground pile
Load performance, stability, resistance to settling and anti-pull-out property；By the fixation of positioning ring 2 and fixing screws 12, it can promote ground
The stability of stake 1 and determining ground pile 1 enter the depth of soil layer；By the adjustable diagonal brace 9 that stretches, the stabilization of ground pile is improved
Property, simultaneously because the working characteristics of bearing 8, can suitably adjust several diagonal braces 9 is rotated, to ensure the supporting surface of diagonal brace 9 as far as possible
Be in same level, keep ground pile 1 stationarity.
The embodiments of the present invention described above are not intended to limit the scope of the present invention, any in the present invention
Spirit and principle within made modifications, equivalent substitutions and improvements etc., should be included in claim protection model of the invention
Within enclosing.
Claims (7)
1. a kind of building site spiral ground pile, which is characterized in that including ground pile, the ground pile outer ring is also welded with positioning ring, described
Several fixing screws for hammering into soil layer are equidistantly uniformly provided with along its circumferencial direction on positioning ring, it is described fixed to be located on the ground pile
It is equipped with the helical guide groove around its periphery below the ring of position, is the cavity structure of opening at the top of the ground pile, the inside of the ground pile is empty
It is threaded in chamber and pushes away column, the lower half for pushing away column is taper, is symmetrically arranged at the lower half for pushing away column several vertical
Through ground pile and it is inserted into the T-type inserting column of soil layer, reset spring, the T-type inserting column are equipped between the T-type inserting column and ground pile inner wall
It is equipped with the buphthalmos ball contacted with the side wall for pushing away column lower half close to one end of the lower half for pushing away column, is located on the ground pile
It is coaxially connected with bearing above the positioning ring, the bearing outer ring is hinged with several adjustable diagonal braces that stretch.
2. building site spiral ground pile according to claim 1, which is characterized in that the diagonal brace includes interior bar, outer bar, described
Interior bar is co-axially inserted inside the outer bar, and the interior bar is equipped with several location holes along its axial lineal layout, the outer bar
It is equipped with the positioning bolt through its ontology and with location hole cooperation.
3. building site spiral ground pile according to claim 2, which is characterized in that the one end of the interior bar far from outer bar is cone
Shape structure, the outer bar are equipped with the anchor hinged with the outer ring of bearing far from one end of interior bar.
4. building site spiral ground pile according to claim 1, which is characterized in that the internal cavities bottom of the ground pile is equipped with
With the rubber base plate for pushing away the cooperation of column lower end.
5. building site spiral ground pile according to claim 1, which is characterized in that at the port of the internal cavities of the ground pile
It is threaded with the screw thread positioning pin vertical with its inner wall.
6. building site spiral ground pile according to claim 1, which is characterized in that along its circumferencial direction on the positioning ring
Equidistantly it is uniformly provided with several fixing screws for hammering into soil layer.
7. building site spiral ground pile according to claim 1, which is characterized in that the inner ring of the bearing and the periphery of ground pile
It is fixedly connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910262569.8A CN109972615A (en) | 2019-04-02 | 2019-04-02 | A kind of building site spiral ground pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910262569.8A CN109972615A (en) | 2019-04-02 | 2019-04-02 | A kind of building site spiral ground pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109972615A true CN109972615A (en) | 2019-07-05 |
Family
ID=67082465
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910262569.8A Pending CN109972615A (en) | 2019-04-02 | 2019-04-02 | A kind of building site spiral ground pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109972615A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111306426A (en) * | 2019-12-19 | 2020-06-19 | 江西应用技术职业学院 | High-efficient portable locator based on wireless sensor |
| CN111642435A (en) * | 2020-07-06 | 2020-09-11 | 荆门市漳河新区同丰稻虾养殖专业合作社 | Escape-preventing device for breeding rice field crayfishes |
| CN112647755A (en) * | 2021-01-05 | 2021-04-13 | 中冶建工集团有限公司 | Ground supporting box |
| CN113585488A (en) * | 2021-07-28 | 2021-11-02 | 上海绿地建设(集团)有限公司 | Assembled building supporting seat |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20130040075A (en) * | 2011-10-13 | 2013-04-23 | 최익용 | Anchor for ground |
| CN108677946A (en) * | 2018-07-12 | 2018-10-19 | 河南金冠电力工程有限公司 | A kind of novel photovoltaic power station pile |
| CN208251092U (en) * | 2018-05-18 | 2018-12-18 | 邱煊赫 | A kind of spiral ground pile |
-
2019
- 2019-04-02 CN CN201910262569.8A patent/CN109972615A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20130040075A (en) * | 2011-10-13 | 2013-04-23 | 최익용 | Anchor for ground |
| CN208251092U (en) * | 2018-05-18 | 2018-12-18 | 邱煊赫 | A kind of spiral ground pile |
| CN108677946A (en) * | 2018-07-12 | 2018-10-19 | 河南金冠电力工程有限公司 | A kind of novel photovoltaic power station pile |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111306426A (en) * | 2019-12-19 | 2020-06-19 | 江西应用技术职业学院 | High-efficient portable locator based on wireless sensor |
| CN111306426B (en) * | 2019-12-19 | 2021-05-11 | 江西应用技术职业学院 | High-efficient portable locator based on wireless sensor |
| CN111642435A (en) * | 2020-07-06 | 2020-09-11 | 荆门市漳河新区同丰稻虾养殖专业合作社 | Escape-preventing device for breeding rice field crayfishes |
| CN111642435B (en) * | 2020-07-06 | 2021-08-24 | 荆门市漳河新区同丰稻虾养殖专业合作社 | Escape-preventing device for breeding rice field crayfishes |
| CN112647755A (en) * | 2021-01-05 | 2021-04-13 | 中冶建工集团有限公司 | Ground supporting box |
| CN113585488A (en) * | 2021-07-28 | 2021-11-02 | 上海绿地建设(集团)有限公司 | Assembled building supporting seat |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109972615A (en) | A kind of building site spiral ground pile | |
| CN201713812U (en) | Underwater drilling pile foundation protective cylinder | |
| CN105547467A (en) | Device for fixing explosion vibration measuring sensor on soil layer | |
| CN208219718U (en) | A kind of pile foundation intensity detecting device | |
| CN211816372U (en) | Device for improving bearing capacity of building | |
| CN111119170A (en) | Novel square pile mechanical connecting piece | |
| CN207144022U (en) | A kind of cross pile foundation reinforcement device | |
| CN206090822U (en) | Concrete supporting frame and assembled concrete wall | |
| CN206477331U (en) | A kind of tapered concrete pile tip | |
| CN205617365U (en) | Novel stake of reinforced concrete spiral | |
| CN207047868U (en) | A kind of pattern foundation pit supporting structure barricade | |
| CN205954640U (en) | Stake siding wall | |
| CN210507469U (en) | Building foundation pit retaining structure's fender pile | |
| CN211287661U (en) | Bored concrete pile hole depth detector | |
| CN211421155U (en) | Pile foundation auxiliary table for civil engineering | |
| CN104328794B (en) | A kind of narrow base tower four lower limb associating well foundation | |
| CN209179025U (en) | A kind of brace type Steep Slope Embankment ruggedized construction | |
| CN206941576U (en) | One kind building stake | |
| CN206591505U (en) | The constructing device of pile foundation engineering | |
| CN216082347U (en) | Deflection detection device for architectural design | |
| CN203238624U (en) | Novel steel tube cement pile | |
| CN221052652U (en) | Building reinforcing pile | |
| CN206289624U (en) | A kind of Novel herring bone shape stake | |
| CN212612685U (en) | Reinforcing device for highway bridge pile foundation | |
| CN214363453U (en) | Foundation reinforcing structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190705 |