CN107620301B - A kind of geology bracing means - Google Patents
A kind of geology bracing means Download PDFInfo
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- CN107620301B CN107620301B CN201710817836.4A CN201710817836A CN107620301B CN 107620301 B CN107620301 B CN 107620301B CN 201710817836 A CN201710817836 A CN 201710817836A CN 107620301 B CN107620301 B CN 107620301B
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Abstract
The invention discloses a kind of geology bracing means, hard basal layer including Soft Soil Layer and on the downside of Soft Soil Layer, it is poured at the top of the Soft Soil Layer equipped with armored concrete substrate, the top of armored concrete substrate, which is equipped with, builds layer, build platform in the top for building layer, the downside outer ring of armored concrete substrate is circumferentially distributed multiple supporting steel plates, it is poured among the bottom of supporting steel plate equipped with vertical steel bar concrete-pile, the lower end of vertical steel bar concrete-pile extends in hard basal layer, the top of vertical steel bar concrete-pile is circumferentially poured equipped with multiple diagonal reinforcement concrete-piles, the upper end of diagonal reinforcement concrete-pile is poured against supporting steel plate.The present invention geology bracing means, structure novel, stability are significantly promoted, and are allowed platform to bear biggish Civil Engineering Construction pressure, are improved the service life of reinforced concrete pile, and the road holding and stability of structure entirety are improved.
Description
Technical field
The present invention relates to geology reinforcement technique field, specifically a kind of geology bracing means.
Background technique
The country vast as a territory of China, nearly 60% national territorial area is hills and mountainous region, there is many soil
Ground is all soft foundation, and soft foundation is easy to cause landslide and mud-stone flow disaster, is counted according to not exclusively existing, only 1949-1990
Nian Jian, China at least have occurred 850 times or more harm and it is of significant impact collapse, slide, flow disaster, at least to cause 9645 people dead,
It greatly affected the normal life of China mountain area both urban and rural residents and the development of economic construction.Building work is carried out on soft foundation
There are many engineering problems when journey, soft foundation is a kind of special ground, and ground surface layer is relatively weak, direct pouring reinforcement
Concrete-pile is easy to cause foundation instability, therefore is badly in need of improving the prior art, to solve the above problems.
Summary of the invention
The purpose of the present invention is to provide a kind of geology bracing means, to solve the problems mentioned in the above background technology.
To achieve the above object, the invention provides the following technical scheme:
A kind of geology bracing means, the hard basal layer including Soft Soil Layer and on the downside of Soft Soil Layer, the top of the Soft Soil Layer
Portion is poured equipped with armored concrete substrate, and the top of the armored concrete substrate, which is equipped with, builds layer, and the top for building layer is built
Platform, the downside outer ring of the armored concrete substrate is circumferentially distributed multiple supporting steel plates, pours among the bottom of supporting steel plate
It builds and is equipped with vertical steel bar concrete-pile, the lower end of vertical steel bar concrete-pile extends in hard basal layer, the vertical steel bar concrete-pile
Lower end taper bit is installed, and the lower sides of vertical steel bar concrete-pile are equipped with raised line, the vertical steel bar concrete-pile
Top circumferentially pour equipped with multiple diagonal reinforcement concrete-piles, the upper end of diagonal reinforcement concrete-pile is poured against supporting steel plate, institute
The bottom for stating supporting steel plate is equipped with reinforcing rib ring, and the bottom of supporting steel plate is also circumferentially with a plurality of strengthening rib strip.
As a further solution of the present invention: the armored concrete substrate and supporting steel plate is rounded or regular polygon
Shape.
As a further solution of the present invention: the vertical steel bar concrete-pile and diagonal reinforcement concrete-pile are cylindrical knot
Structure, and the radius of diagonal reinforcement concrete-pile is the 1/2 of vertical steel bar concrete-pile radius, diagonal reinforcement concrete-pile and vertical steel bar coagulation
Corner dimension between native stake is 45 °, and diagonal reinforcement concrete-pile 7 is circumferential to be uniformly provided with 3.
As a further solution of the present invention: the strengthening rib strip and reinforcing rib ring and integrated molding, strengthening rib strip are circumferential
3 are uniformly provided with, and strengthening rib strip and diagonal reinforcement concrete-pile are uniformly staggered.
Compared with prior art, the beneficial effects of the present invention are: the geology bracing means, structure novel, stability is substantially
Degree is promoted, and is allowed platform to bear biggish Civil Engineering Construction pressure, is improved the service life of reinforced concrete pile, mention
The high road holding and stability of structure entirety；The device is also applied for architectural engineering, railway engineering, highway engineering, bridge work
The reinforcing of journey and the Geological Engineering in hydraulic and electric engineering engineering.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention.
Fig. 2 is the present invention looks up structural representation of supporting steel plate and diagonal reinforcement concrete-pile part in the present invention.
In figure: 1- Soft Soil Layer, the hard basal layer of 2-, 3- platform, 4- masonry layer, 5- armored concrete substrate, 6- supporting steel plate,
7- diagonal reinforcement concrete-pile, 8- vertical steel bar concrete-pile, 9- raised line, 10- taper bit, 11- strengthening rib strip, 12- reinforcing rib ring.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Please refer to Fig. 1~2, in the embodiment of the present invention, a kind of geology bracing means, including Soft Soil Layer 1 and it is located at Soft Soil Layer 1
The hard basal layer 2 of downside, the top of the Soft Soil Layer 1 are poured equipped with armored concrete substrate 5, and armored concrete substrate 5 is in circle
Shape or regular polygon shape, the top of the armored concrete substrate 5, which is equipped with, builds layer 4, and platform 3, institute are built in the top for building layer 4
State armored concrete substrate 5 downside outer ring it is circumferentially distributed have multiple supporting steel plates 6, the supporting steel plate 6 is rounded or just more
Side shape is poured equipped with vertical steel bar concrete-pile 8 among the bottom of supporting steel plate 6, and the lower end of vertical steel bar concrete-pile 8 extends to
In hard basal layer 2, the lower end of the vertical steel bar concrete-pile 8 is equipped with taper bit 10, and the lower part of vertical steel bar concrete-pile 8
Side wall is equipped with raised line 9, and taper bit 10 pours convenient for pile foundation, and raised line 9 can increase the frictional force between stake and soil, keep away
Exempt to fall off, the top of the vertical steel bar concrete-pile 8 is circumferentially poured equipped with multiple diagonal reinforcement concrete-piles 7, diagonal reinforcement concrete
The upper end of stake 7 is poured against supporting steel plate 6, can be to 6 Auxiliary support of supporting steel plate, the support by diagonal reinforcement concrete-pile 7
The bottom of steel plate 6 is equipped with reinforcing rib ring 12, and the bottom of supporting steel plate 6 is also circumferentially with a plurality of strengthening rib strip 11, passes through reinforcing rib
Item 11 and reinforcing rib ring 12 cooperate the structural strength that can promote supporting steel plate 6.
In the present embodiment, the vertical steel bar concrete-pile 8 and diagonal reinforcement concrete-pile 7 are cylindrical structure, and oblique steel
The radius of rib concrete pile 7 is the 1/2 of 8 radius of vertical steel bar concrete-pile, diagonal reinforcement concrete-pile 7 and vertical steel bar concrete-pile 8
Between corner dimension be 45 °, diagonal reinforcement concrete-pile 7 is circumferential to be uniformly provided with 3.
In the present embodiment, the strengthening rib strip 11 and reinforcing rib ring 12 and integrated molding, strengthening rib strip 11 are circumferentially uniformly set
There are 3, and strengthening rib strip 11 and diagonal reinforcement concrete-pile 7 are uniformly staggered.
The geology bracing means, structure novel, stability are significantly promoted, and are allowed platform to bear biggish building and are built
Operation pressure is built, the service life of reinforced concrete pile is improved, improves the road holding and stability of structure entirety；The device
It is also applied for the reinforcing of architectural engineering, railway engineering, highway engineering, science of bridge building and the Geological Engineering in hydraulic and electric engineering engineering.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie
In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power
Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims
Variation is included within the present invention.Any reference signs in the claims should not be construed as limiting the involved claims.
The above are merely the preferred embodiment of the present invention, it is noted that for those skilled in the art, not
Under the premise of being detached from present inventive concept, several modifications and improvements can also be made, these also should be considered as protection model of the invention
It encloses, these all will not influence the effect and patent practicability that the present invention is implemented.
Claims (1)
1. a kind of geology bracing means, including Soft Soil Layer (1) and the hard basal layer (2) being located on the downside of Soft Soil Layer (1), the weak soil
It is poured at the top of layer (1) equipped with armored concrete substrate (5), the top of the armored concrete substrate (5), which is equipped with, builds layer
(4), platform (3) are built at the top for building layer (4), and the lower end of vertical steel bar concrete-pile (8) extends in hard basal layer (2), institute
The lower end for stating vertical steel bar concrete-pile (8) is equipped with taper bit (10), and is set on the lower sides of vertical steel bar concrete-pile (8)
There are raised line (9), which is characterized in that the downside outer ring of the armored concrete substrate (5) is circumferentially distributed there are multiple supporting steel plates
(6), poured among the bottom of supporting steel plate (6) equipped with vertical steel bar concrete-pile (8), the vertical steel bar concrete-pile (8) it is upper
Portion is circumferentially poured equipped with multiple diagonal reinforcement concrete-piles (7), and the upper end of diagonal reinforcement concrete-pile (7) is poured against supporting steel plate (6)
It builds, the bottom of the supporting steel plate (6) is equipped with reinforcing rib ring (12), and the bottom of supporting steel plate (6) is also circumferentially with a plurality of reinforcement
Rib (11), the armored concrete substrate (5) and supporting steel plate (6) is rounded or regular polygon shape, the vertical steel bar coagulation
Native stake (8) and diagonal reinforcement concrete-pile (7) are cylindrical structure, and the radius of diagonal reinforcement concrete-pile (7) is mixed for vertical steel bar
The 1/2 of solidifying soil stake (8) radius, the corner dimension between diagonal reinforcement concrete-pile (7) and vertical steel bar concrete-pile (8) is 45 °, tiltedly
Reinforced concrete pile (7) is circumferentially uniformly provided with 3, and the strengthening rib strip (11) and reinforcing rib ring (12) are integrally formed, reinforcing rib
Item (11) is circumferentially uniformly provided with 3, and strengthening rib strip (11) and diagonal reinforcement concrete-pile (7) are uniformly staggered.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710817836.4A CN107620301B (en) | 2017-09-12 | 2017-09-12 | A kind of geology bracing means |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710817836.4A CN107620301B (en) | 2017-09-12 | 2017-09-12 | A kind of geology bracing means |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107620301A CN107620301A (en) | 2018-01-23 |
| CN107620301B true CN107620301B (en) | 2019-01-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710817836.4A Expired - Fee Related CN107620301B (en) | 2017-09-12 | 2017-09-12 | A kind of geology bracing means |
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| Country | Link |
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| CN (1) | CN107620301B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042627A (en) * | 2019-12-31 | 2020-04-21 | 江苏恒达微波技术开发有限公司 | Tower type communication base station with bottom multi-stage reinforcement |
| CN113417310A (en) * | 2021-06-02 | 2021-09-21 | 中建二局第四建筑工程有限公司 | Construction method for foundation of column cap type elevator |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2079136A5 (en) * | 1970-12-15 | 1971-11-05 | Frankignoul Cie Internal | |
| CN104005768B (en) * | 2014-05-26 | 2016-04-27 | 马莎 | The construction reinforcing method of vertical shaft interlude Unfavorable geology layer |
| CN104727301A (en) * | 2015-04-08 | 2015-06-24 | 陆建衡 | Geological reinforcement device |
| CN205501982U (en) * | 2016-04-20 | 2016-08-24 | 浙江华东工程建设管理有限公司 | Slope soft foundation reinforcement structure |
| CN206070508U (en) * | 2016-08-04 | 2017-04-05 | 西北矿冶研究院 | Device for reinforcing foundation |
| CN106120833A (en) * | 2016-08-24 | 2016-11-16 | 江西理工大学 | A kind of underground truss-like pile foundation and construction method thereof |
| CN106245668A (en) * | 2016-08-24 | 2016-12-21 | 江西理工大学 | A kind of truss-like pile foundation and construction method thereof |
| CN106567400A (en) * | 2016-10-23 | 2017-04-19 | 钟贵洪 | Pile foundation structure suitable for soft soil layer |
| CN106320349A (en) * | 2016-10-28 | 2017-01-11 | 广东省水利水电第三工程局有限公司 | Foundation-pit reinforcement supporting device |
| CN206189424U (en) * | 2016-11-23 | 2017-05-24 | 长江大学 | Geology reinforcing apparatus |
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2017
- 2017-09-12 CN CN201710817836.4A patent/CN107620301B/en not_active Expired - Fee Related
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| Publication number | Publication date |
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| CN107620301A (en) | 2018-01-23 |
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