CN208039242U - The pile anchoring of novel building engineering ground - Google Patents
The pile anchoring of novel building engineering ground Download PDFInfo
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- CN208039242U CN208039242U CN201721716646.5U CN201721716646U CN208039242U CN 208039242 U CN208039242 U CN 208039242U CN 201721716646 U CN201721716646 U CN 201721716646U CN 208039242 U CN208039242 U CN 208039242U
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- pile
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- pile body
- pin
- ground
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Abstract
A kind of pile anchoring of novel building engineering ground, including：Buried pile body is provided with stable pin in being provided with guide sleeve in the buried pile body by guide sleeve；Ground pile anchoring removable pin, described ground pile anchoring removable pin are inserted into the buried pile body.In novel building engineering provided by the utility model in pile anchoring, it is divided into two parts, one of them is buried pile body, the other is ground pile anchoring removable pin, stable pin is provided in buried pile body, stablize pin to be placed in during buried pile body pounds soil in buried pile body, to ensure that buried pile body can smoothly enter into soil, after buried pile body enters in soil, ground pile anchoring removable pin is inserted into buried pile body again, during pile anchoring removable pin in ground is inserted into, stablize pin to stretch out, in this way the stability that ground pile anchoring is arranged in the soil and the reliability that ground pile anchoring uses can be dramatically improved by stablizing pin.
Description
Technical field
The utility model is related to construction equipment technical fields, more specifically, more particularly to a kind of novel building work
The pile anchoring of journey ground.
Background technology
In construction, pile foundation is collectively constituted with the cushion cap for being connected to stake top by foundation pile.If pile body is all embedded in
In soil, cushion cap bottom surface is contacted with the soil body, then referred to as embedded footing on piles, low capped pile foundation.If pile body top basset and cushion cap bottom be located at ground with
On, then referred to as elevated footing on piles.Building pile foundation is usually embedded footing on piles, low capped pile foundation plinth, is widely used in skyscraper, bridge, high ferro etc.
Engineering.
Stake is the basic component of vertical or low dip setting in construction of structures, its cross sectional dimensions is more much smaller than length,
Stake for being arranged in ground be the load of superstructure is transmitted to by ground by pile side friction and end resistance, or
Lateral load is transmitted to the lateral soil body by pile body.
In the prior art, ground pile anchoring is usually all that an elongated cylinder rod base part, one end is used to be designed as
Cutting-edge structure pounds earth's surface hereinafter, ground pile anchoring maintains stake by the frictional force between its lateral surface and soil by external force
The stability of body portion.
However, in actual production operation, ground pile anchoring can will appear stability reduction due to unbalance stress, shaking etc.
The problem of, once ground pile anchoring is again by bigger active force, it is possible to can be extracted from soil, use reliability compared with
It is low.
Utility model content
(1) technical problem
In conclusion how to solve the problems, such as that use reliability existing for the buried stake of traditional round bar type is relatively low, become this
Field technology personnel's urgent problem to be solved.
(2) technical solution
A kind of the utility model with providing novel building engineering pile anchoring, including：
Buried pile body, the buried pile body are columnar structured, and one end of the buried pile body is provided with stake
Pedestal, the other end of the buried pile body are cutting-edge structure, in being provided with guide sleeve, the guiding in the buried pile body
Set is set on the madial wall of the buried pile body, is placed in the buried pile body by the guiding and is provided with stable pin
Nail；
Ground pile anchoring removable pin, inner cavity chamber's shape of the outer contoured shape of described ground pile anchoring removable pin and the buried pile body
Shape coincide, and described ground pile anchoring removable pin is inserted into the buried pile body, and the lateral surface of described ground pile anchoring removable pin can be with
The end of the stable pin offsets and can apply pressure to the stable pin makes it stretch out the buried pile body.
Preferably, one end, its end face of the stable pin for being contacted with described ground pile anchoring removable pin are scarf, institute
The other end for stating stable pin is cutting-edge structure.
Preferably, the stable pin and the guide sleeve are formed with pin component, the pin component be provided with it is multiple,
Whole pin components are evenly arranged in the buried pile body.
Preferably, described ground pile anchoring removable pin be pyramidal structure, described ground pile anchoring removable pin include small head end and greatly
Head end is provided with to pound and hits seat in the stub end.
Preferably, it is directed toward the stub end from the small head end and offers an exhaust for running through described ground pile anchoring removable pin
Channel.
Preferably, the buried pile body for the buried pile body of stainless steel, the buried pile body of cast iron or aluminium section bar pile anchoring
Ontology；Described ground pile anchoring removable pin for stainless steel pile anchoring removable pin or cast iron ground pile anchoring removable pin.
(3) advantageous effect
It is divided into two parts in novel building engineering provided by the utility model in pile anchoring by said structure design,
One of them is buried pile body, the other is ground pile anchoring removable pin, is provided with stable pin in buried pile body, stablizes pin
Nail is placed in during buried pile body pounds soil in buried pile body, to ensure that buried pile body can smoothly enter into
In soil, it is inserted into buried pile body after buried pile body enters in soil, then by ground pile anchoring removable pin, buried
Stake removable pin be inserted into during, stablize pin stretch out, in this way by stablize pin can dramatically improve ground pile anchoring exist
The reliability that the stability and ground pile anchoring being arranged in soil use.
Description of the drawings
Fig. 1 be the utility model embodiment in novel building engineering pile anchoring structure schematic diagram；
In Fig. 1, the correspondence of component names or lines and accompanying drawing number is：
Buried pile body 1, pile foundation seat 2, guide sleeve 3, stablize pin 4, pile anchoring removable pin 5, exhaust passage 6.
Specific implementation mode
The embodiment of the utility model is described in further detail with reference to the accompanying drawings and examples.Following embodiment
For illustrating the utility model, but cannot be used for limiting the scope of the utility model.
In the description of the present invention, unless otherwise indicated, the meaning of " plurality " is two or more；Term
The orientation of the instructions such as "upper", "lower", "left", "right", "inner", "outside", " front end ", " rear end ", " head ", " tail portion " or position are closed
System is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of describing the present invention and simplifying the description, rather than
Indicate or imply that signified device or element must have a particular orientation, with specific azimuth configuration and operation, therefore cannot
It is construed as a limitation of the present invention.In addition, term " first ", " second ", " third " etc. are used for description purposes only, and cannot
It is interpreted as indicating or implying relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
Can also be electrical connection to be mechanical connection；It can be directly connected, it can also be indirectly connected through an intermediary.For this
For the those of ordinary skill in field, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.
Referring to FIG. 1, Fig. 1 be the utility model embodiment in novel building engineering pile anchoring structure schematic diagram.
A kind of the utility model with providing novel building engineering pile anchoring, in the present invention, the novel building engineering
Ground pile anchoring includes buried pile body 1 and ground pile anchoring removable pin 5.
Wherein, the main part of buried pile body 1 uses columnar structured design, in order to improve the knot of buried pile body 1
Structure intensity, buried pile body 1 are integrally formed using stainless steel or cast iron materials.
One end of buried pile body 1 is hatch frame, and the other end closure designs of buried pile body 1 are pointed structures, this
The buried pile body of sample 1 is pounded and can be can smoothly enter into soil by ramming.Buried pile body 1 is hollow type structure design, buried
Multiple circular holes are uniformly opened up on the side wall of pile body 1, are opened up in buried pile body 1 solid by welding procedure on round-meshed position
Guide sleeve 3 is set surely, and in the present invention, guide sleeve 3 is a metal circular tube, and the entire length of guide sleeve 3 should be with ground
The sidewall thickness of pile anchoring ontology 1 is almost the same or sidewall thickness slightly larger than buried pile body 1.
One end of buried pile body 1 is provided with pile foundation seat 2, pile foundation seat 2 is designed using disk structure, can be increased
Contact area between buried pile body 1 and earth's surface, to improve the stability that buried pile body 1 is arranged in the soil.
In the fixed setting to buried pile body 1 of guide sleeve 3, it is provided on the lateral surface of buried pile body 1 for closing
The plastics sealer that guide sleeve 3 is open is arranged in this way by guide sleeve 3 after stablizing pin 4, and stablizing pin 4 will not be in ground pile anchoring sheet
The rammer of body 1 stretches out during pounding, which can ensure that buried pile body 1 is smoothly pounded in soil.
The other end of buried pile body 1 is cutting-edge structure, and in being provided with guide sleeve 3 in buried pile body 1, guide sleeve 3 is set
It is placed on the madial wall of buried pile body 1, by guide sleeve 3 in being provided with stable pin 4 in buried pile body 1.
Ground pile anchoring removable pin 5 is used to be inserted into buried pile body 1, it acts as：1, increase by 1 entirety of buried pile body
Structural strength；2, during ground pile anchoring removable pin 5 is inserted into, pin 4 will be stablized and extrude buried pile body 1.
The outer contoured shape of ground pile anchoring removable pin 5 is coincide with the inner cavity chamber shape of buried pile body 1, ground pile anchoring removable pin
5 are inserted into buried pile body 1, and the lateral surface of ground pile anchoring removable pin 5 can offset with the end for stablizing pin 4 and can be to steady
4 application pressure of rationed marketing nail makes it stretch out buried pile body 1.
It is divided into two parts in novel building engineering provided by the utility model in pile anchoring by said structure design,
One of them is buried pile body 1, the other is ground pile anchoring removable pin 5, is provided with stable pin 4, surely in buried pile body 1
Rationed marketing nail 4 is placed in during buried pile body 1 pounds soil in buried pile body 1, to ensure that buried pile body 1 is suitable
Profit enters in soil, and ground pile anchoring sheet is inserted into after buried pile body 1 enters in soil, then by ground pile anchoring removable pin 5
In body 1, during ground pile anchoring removable pin 5 is inserted into, stablizes pin 4 and stretch out buried pile body 1, in this way by stablizing pin 4
The stability that ground pile anchoring is arranged in the soil and the reliability that ground pile anchoring uses can dramatically be improved.
Specifically, it is scarf to stablize one end, its end face that pin 4 is used to contact with ground pile anchoring removable pin 5, stablizes pin
4 other end is cutting-edge structure.
Specifically, stablize pin 4 and be formed with pin component with guide sleeve 3, pin component is provided with multiple, whole pins
Component is evenly arranged in buried pile body 1.In the present invention pin component can from the tip of buried pile body 1 to its
The other end is arranged at equal intervals along helix.
Buried pile body 1 is successfully extruded for the ease of pin 4 will be stablized, ground pile anchoring removable pin 5 is pyramidal structure, buried
Stake removable pin 5 includes small head end and stub end, is provided with to pound in stub end and hits seat.
During ground pile anchoring removable pin 5 is inserted into buried 1 inside of pile body, the gas in buried pile body 1 can not
It excludes, it will the smooth insertion of ground pile anchoring removable pin 5 is influenced, in order to solve this problem, the utility model pile anchoring removable pin 5 over the ground
Following optimization design is carried out：Head end is directed toward the exhaust passage 6 that stub end offers a penetratingly pile anchoring removable pin 5 from childhood.
It limits herein：For the buried pile body of stainless steel, the buried pile body 1 of cast iron or aluminium section bar the pile anchoring of buried pile body 1
Ontology；For stainless steel pile anchoring removable pin or cast iron ground the pile anchoring removable pin of ground pile anchoring removable pin 5.
In the present invention, it can be that PCV plastics stablize pin or stainless steel is stablized pin feature and set to stablize pin 4
Meter.
The embodiments of the present invention provide for the sake of example and description, and are not exhaustively or to incite somebody to action
The utility model is limited to disclosed form.Many modifications and variations are aobvious and easy for the ordinary skill in the art
See.Selection and description embodiment are and to make this field to more preferably illustrate the principles of the present invention and practical application
Those of ordinary skill is it will be appreciated that various embodiments with various modifications of the utility model to design suitable for special-purpose.
Claims (6)
1. a kind of pile anchoring of novel building engineering ground, which is characterized in that including：
Buried pile body (1), the buried pile body are columnar structured, and one end of the buried pile body is provided with pile foundation
Seat (2), the other end of the buried pile body are cutting-edge structure, described in being provided with guide sleeve (3) in the buried pile body
Guide sleeve is set on the madial wall of the buried pile body, is placed in the buried pile body and is provided with surely by the guiding
(4) are followed closely in rationed marketing；
Ground pile anchoring removable pin (5), inner cavity chamber's shape of the outer contoured shape of described ground pile anchoring removable pin and the buried pile body
Shape coincide, and described ground pile anchoring removable pin is inserted into the buried pile body, and the lateral surface of described ground pile anchoring removable pin can be with
The end of the stable pin offsets and can apply pressure to the stable pin makes it stretch out the buried pile body.
2. the pile anchoring of novel building engineering according to claim 1 ground, which is characterized in that
One end, its end face of the stable pin for being contacted with described ground pile anchoring removable pin are scarf, the stable pin
The other end be cutting-edge structure.
3. the pile anchoring of novel building engineering according to claim 1 ground, which is characterized in that
The stable pin and the guide sleeve are formed with pin component, and the pin component is provided with multiple, and whole is described
Pin component is evenly arranged in the buried pile body.
4. the pile anchoring of novel building engineering according to claim 1 ground, which is characterized in that
Pile anchoring removable pin in described ground is pyramidal structure, and described ground pile anchoring removable pin includes small head end and stub end, in described
Stub end, which is provided with to pound, hits seat.
5. the pile anchoring of novel building engineering according to claim 4 ground, which is characterized in that
It is directed toward the stub end from the small head end and offers an exhaust passage (6) for running through described ground pile anchoring removable pin.
6. the pile anchoring of novel building engineering according to any one of claims 1 to 5 ground, which is characterized in that
The buried pile body is the buried pile body of stainless steel, the buried pile body of cast iron or the buried pile body of aluminium section bar；
Described ground pile anchoring removable pin for stainless steel pile anchoring removable pin or cast iron ground pile anchoring removable pin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721716646.5U CN208039242U (en) | 2017-12-12 | 2017-12-12 | The pile anchoring of novel building engineering ground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721716646.5U CN208039242U (en) | 2017-12-12 | 2017-12-12 | The pile anchoring of novel building engineering ground |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208039242U true CN208039242U (en) | 2018-11-02 |
Family
ID=63959072
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721716646.5U Active CN208039242U (en) | 2017-12-12 | 2017-12-12 | The pile anchoring of novel building engineering ground |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158606A (en) * | 2019-04-09 | 2019-08-23 | 郭拓 | A kind of ultra-deep foundation pit pile-anchor retaining auxiliary member |
| CN113882514A (en) * | 2021-10-23 | 2022-01-04 | 北京城建集团有限责任公司 | Method for connecting laminated wood and steel inserting plate |
-
2017
- 2017-12-12 CN CN201721716646.5U patent/CN208039242U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158606A (en) * | 2019-04-09 | 2019-08-23 | 郭拓 | A kind of ultra-deep foundation pit pile-anchor retaining auxiliary member |
| CN113882514A (en) * | 2021-10-23 | 2022-01-04 | 北京城建集团有限责任公司 | Method for connecting laminated wood and steel inserting plate |
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