CN104532873A - Rock anchor rod foundation structure - Google Patents
Rock anchor rod foundation structure Download PDFInfo
- Publication number
- CN104532873A CN104532873A CN201410855703.2A CN201410855703A CN104532873A CN 104532873 A CN104532873 A CN 104532873A CN 201410855703 A CN201410855703 A CN 201410855703A CN 104532873 A CN104532873 A CN 104532873A
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- foundation
- platform
- foundation platform
- anchor pole
- pile
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
- E02D27/425—Foundations for poles, masts or chimneys specially adapted for wind motors masts
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/50—Anchored foundations
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- Engineering & Computer Science (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)
- Structural Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a rock anchor rod foundation structure. According to the rock anchor rod foundation structure, at least one circle of anchor rod sleeves (3) are evenly distributed on the outer edge of a foundation platform (1); a foundation pile (2) is vertically arranged under each anchor rod sleeve (3); an anchor rod (4) is vertically fixed to each foundation pile (2), and the upper portion of each anchor rod (4) penetrates through the foundation platform (1) through the corresponding anchor rod sleeve (3) and is fixed to the top of the foundation platform (1) through an anchor rod nut (5); at least one circle of screws (6) are evenly distributed at the center of the foundation platform (1); a plurality of reinforcing rods (9) penetrate through gaps between the screws (6) and connect the center of the foundation platform (1) with the outer edge of the foundation platform (1) in a reinforcing mode. The bending moment load resisting capacity of the foundation piles is greatly enhanced, building materials consumed for the foundation platform are saved, the problems of an existing foundation ring are solved, the bending moment load resisting capacity of a whole foundation is enhanced, and material cost is lowered.
Description
Technical field
The present invention relates to building foundation field, particularly relate to a kind of Rock Bolt Foundation structure.
Background technology
In building field, basis is the structure element that the various effects of structure being born are delivered on ground, is mainly used in being fixed the electric tower setting up power line, the bracing frame of highway signboard, the column of Sport lighting lamp, the equipment such as bearing frame, bridge pad, wind-driven generator, power plant chimney of cable car.
In the prior art, the basis of the large-scale or large equipment such as similar wind-driven generator, power plant chimney, its primary structure can comprise: discharge ring, foundation platform and foundation pile; Foundation platform and foundation pile are all located in foundation ditch; Foundation pile is located at the bottom of foundation platform, and based on cushion cap provide support; Discharge ring is located at the middle part of foundation platform, and the top of discharge ring is higher than the upper surface of foundation platform; The tower cylinder (or bottom of power plant chimney) of wind-driven generator is arranged on the top of discharge ring; Such as: application number be 201210548455.8 Chinese invention patent application just have employed this structure.But at least there is following shortcoming in existing basis that is large-scale or large equipment:
(1) in the basis of existing large-scale or large equipment, its foundation pile only plays the load-bearing effect of a brace foundation cushion cap, can not the pulling force of resist torque load, or only can resist the pulling force of less moment of flexure load, and the task of the pulling force of resist torque load is almost all born by discharge ring and foundation platform, therefore along with increase gradually that is large-scale or large equipment moment of flexure, the volume and weight of foundation platform also increases gradually, and this is by the concrete of at substantial and rigid material.
(2) in the basis of existing large-scale or large equipment, because discharge ring and foundation platform almost need the pulling force resisting whole moment of flexure load, and large-scale or large equipment is all fixed on foundation platform by discharge ring, the pulling force of the moment of flexure load of therefore discharge ring bearing is very large.Again because the middle part of foundation platform is fixed in the middle and lower part of discharge ring, foundation platform outside foundation platform in discharge ring ring and discharge ring ring almost isolate by discharge ring, therefore when the moment of flexure load suffered by discharge ring is larger, foundation platform in discharge ring and discharge ring ring is as easy as rolling off a log by the pull-up of the pulling force of moment of flexure load institute, thus generation equipment topples over accident.There is this accident for avoiding in prior art, usually running through the middle and lower part of discharge ring with several reinforcing bars, and the foundation platform outside the foundation platform in discharge ring ring and discharge ring ring is connected and fixed, to tackle the larger situation of moment of flexure load; But, not only operate with the middle and lower part that reinforcing bar runs through discharge ring and waste time and energy, and if on discharge ring the radial number running through reinforcing bar very few, then resist torque load is too small, if radial direction runs through the number of reinforcing bar too much on discharge ring, then significantly can reduce the tensile property of discharge ring self.Along with these are large-scale or the moment of flexure load of large equipment constantly increases, foundation structure of the prior art more and more cannot meet actual production demand, and such as: in recent years, abroad accident was toppled over regard to therefore there is wind-driven generator in the basis of certain wind-driven generator.
Summary of the invention
For above-mentioned weak point of the prior art, the invention provides a kind of Rock Bolt Foundation structure, not only significantly improve the ability of foundation pile resist torque load, save the constructional materials spent by foundation platform, and the problem solved existing for existing discharge ring, improve the bending resistance square load capacity of base integral, reduce material cost.
The object of the invention is to be achieved through the following technical solutions:
A kind of Rock Bolt Foundation structure, comprising: foundation platform 1 and the many pile foundations stake 2 be located at below foundation platform 1, also comprise: many anchor poles 4 and Duo Gen reinforced pole 9;
The outer rim of foundation platform 1 is evenly equipped with at least one circle anchor pole sleeve pipe 3; Anchor pole sleeve pipe 3 extends through the top of foundation platform 1 by the bottom of foundation platform 1, and parallel with the axis of foundation platform 1; Foundation pile 2 is vertically located at immediately below anchor pole sleeve pipe 3; The lower vertical of anchor pole 4 is fixed in foundation pile 2, and foundation platform 1 is passed by the inside of anchor pole sleeve pipe 3 in the top of anchor pole 4, and is fixed on the top of foundation platform 1 by anchor nut 5; The center of foundation platform 1 is evenly equipped with at least one circle screw rod 6; Screw rod 6 is parallel with the axis of foundation platform 1, and the top of screw rod 6 is stretched out by the top of foundation platform 1, and the bottom of screw rod 6 and the base ring 7 be fixed in foundation platform 1 are fastenedly connected; Many reinforced poles 9 are through the outer rim reinforcement by connection of the gap screw rod 6 by the center of foundation platform 1 and foundation platform 1.
Preferably, the internal diameter of anchor pole sleeve pipe 3 is greater than the diameter of anchor pole 4, and is less than the diameter of foundation pile 2.
Preferably, preset slot 8 is provided with between foundation platform 1 and foundation pile 2.
Preferably, described preset slot 8 is by foam or filling plastic.
Preferably, the thickness of foundation platform 1 and the length ratio of described foundation pile 2 are between 1:3 ~ 1:2.
Preferably, often enclose screw rod 6 and have five at least.
Preferably, the center of foundation platform 1 is evenly equipped with two circle screw rods 6.
Preferably, often enclose anchor pole sleeve pipe 3 and have four at least; All vertically be provided with a pile foundation stake 2 immediately below every root anchor pole sleeve pipe 3, and the anchor pole 4 in every pile foundation stake 2 passes foundation platform 1 by the inside of anchor pole sleeve pipe 3, and be fixed on the top of foundation platform 1 by anchor nut 5.
Preferably, the outer rim of foundation platform 1 is evenly equipped with two circle anchor pole sleeve pipes 3.
As seen from the above technical solution provided by the invention, foundation pile 2 is vertically located at immediately below the anchor pole sleeve pipe 3 of foundation platform 1 by the Rock Bolt Foundation structure that the embodiment of the present invention provides, and be fixed on anchor pole 4 on foundation pile 2 and pass foundation platform 1 by anchor pole sleeve pipe 3, and the top of foundation platform 1 is fixed on by anchor nut 5, therefore foundation pile 2 is not only played a supporting role to foundation platform, and foundation pile 2 achieves reinforcement by connection with foundation platform 1 by anchor pole 4, thus moment of flexure load can be delivered to foundation pile 2 by anchor pole 4 to the pulling force of foundation platform 1, therefore foundation platform 1 and foundation pile 2 can the pulling force of together resist torque load, thus enable this Rock Bolt Foundation structure effectively fix the large-scale or large equipment of large moment of flexure load.Simultaneously, the Rock Bolt Foundation structure that the embodiment of the present invention provides is uniform at least one circle screw rod 6 at the center of foundation platform 1, large-scale or large equipment is made to be fixed on foundation platform by these screw rods 6, because these screw rods 6 are not by completely isolated for the outer rim of the center of foundation platform 1 and foundation platform 1, and the gap between these screw rods 6 can arrange a lot of root reinforced pole 9, by the outer rim reinforcement by connection of the center of foundation platform 1 and foundation platform 1, therefore this Rock Bolt Foundation structure can effectively prevent the center of foundation platform 1 by the pull-up of the pulling force of moment of flexure load institute, thus improve the ability of the resist torque load of this Rock Bolt Foundation structural entity further.As can be seen here, the Rock Bolt Foundation structure that the embodiment of the present invention provides not only significantly improves the ability of foundation pile resist torque load, save the constructional materials spent by foundation platform, and the problem solved existing for existing discharge ring, improve the bending resistance square load capacity of base integral, reduce material cost.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical scheme of the embodiment of the present invention, below the accompanying drawing used required in describing embodiment is briefly described, apparently, accompanying drawing in the following describes is only some embodiments of the present invention, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawings can also be obtained according to these accompanying drawings.
The structural representation one of the Rock Bolt Foundation structure that Fig. 1 provides for the embodiment of the present invention.
The structural representation two of the Rock Bolt Foundation structure that Fig. 2 provides for the embodiment of the present invention.
The structural representation three of the Rock Bolt Foundation structure that Fig. 3 provides for the embodiment of the present invention.
The structural representation four of the Rock Bolt Foundation structure that Fig. 4 provides for the embodiment of the present invention.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, be clearly and completely described the technical scheme in the embodiment of the present invention, obviously, described embodiment is only the present invention's part embodiment, instead of whole embodiments.Based on embodiments of the invention, those of ordinary skill in the art, not making the every other embodiment obtained under creative work prerequisite, belong to protection scope of the present invention.
First it should be noted that, the Rock Bolt Foundation structure that the embodiment of the present invention provides is mainly used in fixed class like the large-scale or large equipment such as wind-driven generator, power plant chimney, not for fixing common or mini-plant; These large-scale or large equipments not only have very large gravity, and there is very large moment of flexure load, the Rock Bolt Foundation structure that the embodiment of the present invention provides is in order to fix these large-scale or large equipments better, need to be built on rock, thus better bending resistance square load capacity can be provided; If be built on the soil body, then cannot resist very large moment of flexure load, the equipment that fixing moment of flexure load is less can only be used for.Below the Rock Bolt Foundation structure that the embodiment of the present invention provides is described in detail.
Embodiment one
As shown in Figures 1 to 4, a kind of Rock Bolt Foundation structure, its concrete structure can comprise: foundation platform 1 and the many pile foundations stake 2 be located at below foundation platform 1; Also comprise: many anchor poles 4 and Duo Gen reinforced pole 9;
The outer rim of foundation platform 1 is evenly equipped with at least one circle anchor pole sleeve pipe 3; Anchor pole sleeve pipe 3 extends through the top of foundation platform 1 by the bottom of foundation platform 1, and parallel with the axis of foundation platform 1; Foundation pile 2 is vertically located at immediately below anchor pole sleeve pipe 3; The lower vertical of anchor pole 4 is fixed in foundation pile 2, and foundation platform 1 is passed by the inside of anchor pole sleeve pipe 3 in the top of anchor pole 4, and is fixed on the top of foundation platform 1 by anchor nut 5;
The center of foundation platform 1 is evenly equipped with at least one circle screw rod 6; Screw rod 6 is parallel with the axis of foundation platform 1, and the top of screw rod 6 is stretched out by the top of foundation platform 1, and the bottom of screw rod 6 and the base ring 7 be fixed in foundation platform 1 are fastenedly connected; Many reinforced poles 9 are through the outer rim reinforcement by connection of the gap screw rod 6 by the center of foundation platform 1 and foundation platform 1.
Particularly, the principle of this Rock Bolt Foundation structure is as follows:
(1) in the prior art, foundation platform relies on gravity to be directly positioned on foundation pile, and do not adopt other means to connect, therefore foundation pile only plays a supporting role to foundation platform, can not the pulling force of resist torque load.And in the embodiment of the present invention, foundation pile 2 is vertically located at immediately below the anchor pole sleeve pipe 3 of foundation platform 1, therefore foundation pile 2 can be played a supporting role to foundation platform, simultaneously, the lower vertical of anchor pole 4 is fixed in foundation pile 2, and foundation platform 1 is passed by the inside of anchor pole sleeve pipe 3 in the top of anchor pole 4, and the top of foundation platform 1 is fixed on by anchor nut 5, therefore foundation pile 2 and foundation platform 1 achieve reinforcement by connection by anchor pole 4, thus moment of flexure load can be delivered to foundation pile 2 by anchor pole 4 to the pulling force of foundation platform 1, that is, foundation platform 1 and foundation pile 2 can the pulling force of together resist torque load, therefore the foundation pile 2 of this Rock Bolt Foundation structure is fixed in rock and effectively can resists very large moment of flexure load pulling force, thus enable this Rock Bolt Foundation structure effectively fix the large-scale or large equipment of large moment of flexure load.
(2) in the prior art, large-scale or large equipment is all fixed on foundation platform by discharge ring, foundation platform outside foundation platform in discharge ring ring and discharge ring ring is connected and fixed by the radial reinforcing bar run through by the middle and lower part of discharge ring, to prevent foundation platform in discharge ring and discharge ring ring by the pull-up of the pulling force of moment of flexure load institute, but the middle and lower part of discharge ring can not penetrate many reinforcing bars.And in the embodiment of the present invention, the center of foundation platform 1 is evenly equipped with at least one circle screw rod 6, large-scale or large equipment is fixed on foundation platform by these screw rods 6, because these screw rods 6 are not by completely isolated for the outer rim of the center of foundation platform 1 and foundation platform 1, and the gap between these screw rods 6 can arrange a lot of root reinforced pole 9, by the outer rim reinforcement by connection of the center of foundation platform 1 and foundation platform 1, therefore the Rock Bolt Foundation structure that the embodiment of the present invention provides can effectively prevent the center of foundation platform 1 by the pull-up of the pulling force of moment of flexure load institute, thus significantly improve the ability of the resist torque load of this Rock Bolt Foundation structural entity.
Wherein, the specific embodiments of this Rock Bolt Foundation structure can comprise:
(1) anchor pole sleeve pipe 3 can adopt PVC material of the prior art to make, and the internal diameter of anchor pole sleeve pipe 3 is greater than the diameter of anchor pole 4, and be less than the diameter of foundation pile 2, this both can ensure that anchor pole 4 can pass from the inside of anchor pole sleeve pipe 3 smoothly, can ensure that again foundation pile 2 pairs of foundation platforms 1 provide strong support.
(2) preset slot 8 is preferably provided with between foundation platform 1 and foundation pile 2, and preferably by foam or filling plastic in preset slot 8, can ensure that foundation pile 2 pairs of foundation platforms 1 provide strong support like this, the power of foundation pile 2 resist torque load can be made again more effectively to be delivered on foundation platform 1, thus to improve the ability of the resist torque load of this Rock Bolt Foundation structural entity.
(3) foundation pile 2 preferably adopts label to be that the concrete of C35-C40 is made, and the length ratio of the thickness of foundation platform 1 and foundation pile 2 is preferably between 1:3 ~ 1:2, this both can save constructional materials, foundation pile 2 can be made again to have larger intensity, and based on energy, cushion cap 1 provide stable support force and stronger bending resistance square load capacity.
(4) center of foundation platform 1 is preferably evenly equipped with two circle screw rods 6, and large-scale or large equipment can be fixed on these screw rods 6 by bolt and nut, this both can ensure that screw rod 6 can effectively fix large-scale or large equipment, can save material cost and processing cost again.
(5) often enclose screw rod 6 and have five at least, and often enclose screw rod 6 to be preferably uniformly distributed, in actual applications, the material of every root screw rod 6, shape, length, thickness are preferably all consistent, this is delivered to foundation platform 1 with can making the tension uniform of moment of flexure load, thus improves the ability of the resist torque load of this Rock Bolt Foundation structural entity.
(6) outer rim of foundation platform 1 is preferably evenly equipped with two circle anchor pole sleeve pipes 3, immediately below every root anchor pole sleeve pipe 3, a pile foundation stake 2 is preferably all vertically set, and the anchor pole 4 in every pile foundation stake 2 is by passing foundation platform 1 in anchor pole sleeve pipe 3, and the top of foundation platform 1 is fixed on by anchor nut 5, by lower cost, this both can ensure that foundation pile 2 pairs of foundation platforms 1 provided the power of enough resist torque loads, moment of flexure load can be made again to be delivered on the uniform foundation pile of multiple directions 2 to the tension uniform of foundation platform 1 by anchor pole 4, thus make these foundation piles 2 can provide the power of resist torque load from multiple directions, improve the ability of the resist torque load of this Rock Bolt Foundation structural entity.
(7) often enclose anchor pole sleeve pipe 3 and have four at least, a pile foundation stake 2 is preferably all vertically provided with immediately below every root anchor pole sleeve pipe 3, and the anchor pole 4 in every pile foundation stake 2 is by passing foundation platform 1 in anchor pole sleeve pipe 3, and the top of foundation platform 1 is fixed on by anchor nut 5, by lower cost, this both can ensure that foundation pile 2 pairs of foundation platforms 1 provided the power of enough resist torque loads, moment of flexure load can be made again to be delivered on the uniform foundation pile of multiple directions 2 to the tension uniform of foundation platform 1 by anchor pole 4, thus make these foundation piles 2 can provide the power of resist torque load from multiple directions.In actual applications, often enclose anchor pole sleeve pipe 3 to be preferably uniformly distributed, every root anchor pole sleeve pipe 3 preferably adopts PE or PVC material to make, the material of every root anchor pole sleeve pipe 3, shape, length, thickness are preferably all consistent, this is delivered to foundation pile 2 with can making the tension uniform of moment of flexure load, thus improves the ability of the resist torque load of this Rock Bolt Foundation structural entity.In addition, the top of anchor pole 4 preferably exceeds 10 ~ 15 centimetres, the top of foundation platform 1, and this can facilitate the fixing of anchor nut 5.
(8) reinforced pole 9 preferably adopts HRB400 reinforcing bar of the prior art, this can ensure to have good tensile strength between the center of foundation platform 1 and the outer rim of foundation platform 1, thus can effectively prevent the center of foundation platform 1 by the pull-up of the pulling force of moment of flexure load institute.
(9) foundation platform 1 preferably adopts label in prior art to be that the concrete of C35-C40 and HRB400 reinforcing bar are made, and foundation platform 1 is preferably cylinder, this can make foundation platform 1 have good intensity, thus can provide the ability of stronger bending resistance square load.
Further, the construction method of this Rock Bolt Foundation structure is as follows: hole on the soil body or rock, and anchor pole 4 is installed in the borehole, pressure grouting is carried out again in the boring being provided with anchor pole 4, thus anchor pole 4 is connected by being in the milk with the rock around it or the soil body, forms the foundation pile 2 of grouting; Adopt cast-in-place or concrete earth process of the prior art according to technique scheme processing foundation platform 1, the pre-buried base ring 7 for fastening screw 6 in bottom of foundation platform 1, all screw rods 6 need to carry out post tensioning process; Make the anchor pole 4 on foundation pile 2 run through the anchor pole sleeve pipe 3 of foundation platform 1, and by anchor nut 5 and anchor pole 4, foundation platform 1 and foundation pile 2 are connected and fixed; Be located at flange bottom large-scale or large equipment by being located at screw rod 6 on foundation platform 1 and bolt and nut is fixed on foundation platform 1.Compared with existing foundation structure, significantly save the use amount comprising the material such as concrete and steel, under equal geological conditions, this Rock Bolt Foundation structure contemplates saves cost 30%-50%.
As fully visible, the embodiment of the present invention not only significantly improves the ability of foundation pile resist torque load, save the constructional materials such as concrete and rigid material spent by foundation platform, and the problem solved existing for existing discharge ring, improve the bending resistance square load capacity of base integral, reduce material cost.
The above; be only the present invention's preferably detailed description of the invention, but protection scope of the present invention is not limited thereto, is anyly familiar with those skilled in the art in the technical scope that the present invention discloses; the change that can expect easily or replacement, all should be encompassed within protection scope of the present invention.Therefore, protection scope of the present invention should be as the criterion with the protection domain of claims.
Claims (9)
1. a Rock Bolt Foundation structure, comprise: foundation platform (1) and the many pile foundations stake (2) be located at below foundation platform (1), it is characterized in that, also comprise: many anchor poles (4) and many reinforced poles (9);
The outer rim of foundation platform (1) is evenly equipped with at least one circle anchor pole sleeve pipe (3); Anchor pole sleeve pipe (3) extends through the top of foundation platform (1) by the bottom of foundation platform (1), and parallel with the axis of foundation platform (1); Foundation pile (2) is vertically located at immediately below anchor pole sleeve pipe (3); The lower vertical of anchor pole (4) is fixed in foundation pile (2), and foundation platform (1) is passed by the inside of anchor pole sleeve pipe (3) in the top of anchor pole (4), and be fixed on the top of foundation platform (1) by anchor nut (5);
The center of foundation platform (1) is evenly equipped with at least one circle screw rod (6); Screw rod (6) is parallel with the axis of foundation platform (1), and the top of screw rod (6) is stretched out by the top of foundation platform (1), and the bottom of screw rod (6) and the base ring (7) be fixed in foundation platform (1) are fastenedly connected; Many reinforced poles (9) are through the outer rim reinforcement by connection of the gap screw rod (6) by the center of foundation platform (1) and foundation platform (1).
2. Rock Bolt Foundation structure according to claim 1, is characterized in that, the internal diameter of described anchor pole sleeve pipe (3) is greater than the diameter of anchor pole (4), and is less than the diameter of foundation pile (2).
3. Rock Bolt Foundation structure according to claim 2, is characterized in that, is provided with preset slot (8) between described foundation platform (1) and foundation pile (2).
4. Rock Bolt Foundation structure according to claim 3, is characterized in that, described preset slot (8) is by foam or filling plastic.
5. Rock Bolt Foundation structure according to any one of claim 1 to 4, is characterized in that, the thickness of described foundation platform (1) and the length ratio of described foundation pile (2) are between 1:3 ~ 1:2.
6. Rock Bolt Foundation structure according to any one of claim 1 to 4, is characterized in that, often encloses screw rod (6) and has five at least.
7. Rock Bolt Foundation structure according to any one of claim 1 to 4, is characterized in that, the center of described foundation platform (1) is evenly equipped with two circle screw rods (6).
8. Rock Bolt Foundation structure according to any one of claim 1 to 4, is characterized in that, often encloses anchor pole sleeve pipe (3) and has four at least; A pile foundation stake (2) is all vertically provided with immediately below every root anchor pole sleeve pipe (3), and the anchor pole (4) in every pile foundation stake (2) passes foundation platform (1) by the inside of anchor pole sleeve pipe (3), and be fixed on the top of foundation platform (1) by anchor nut (5).
9. Rock Bolt Foundation structure according to any one of claim 1 to 4, is characterized in that, the outer rim of described foundation platform (1) is evenly equipped with two circle anchor pole sleeve pipes (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410855703.2A CN104532873A (en) | 2014-12-31 | 2014-12-31 | Rock anchor rod foundation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410855703.2A CN104532873A (en) | 2014-12-31 | 2014-12-31 | Rock anchor rod foundation structure |
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| CN104532873A true CN104532873A (en) | 2015-04-22 |
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| CN201410855703.2A Pending CN104532873A (en) | 2014-12-31 | 2014-12-31 | Rock anchor rod foundation structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756077A (en) * | 2016-02-17 | 2016-07-13 | 北京健安诚岩土工程有限公司 | Foundation ring rock anchor rod foundation |
| CN107938696A (en) * | 2017-12-22 | 2018-04-20 | 中国地质大学（武汉） | A kind of prestressing force base expanding and base expanding anchor cable blower foundation for Rock Region |
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| WO2012019505A1 (en) * | 2010-08-11 | 2012-02-16 | Huo Hongbin | Pile anchor foundation structure |
| CN102995651A (en) * | 2012-12-10 | 2013-03-27 | 霍宏斌 | Gravity-type onshore/offshore wind turbine foundation with anchor rod |
| CN203373743U (en) * | 2013-08-02 | 2014-01-01 | 山东电力工程咨询院有限公司 | Reinforcing anchor rod for transmission tower foundation |
| CN204385762U (en) * | 2014-12-31 | 2015-06-10 | 霍宏斌 | A kind of Rock Bolt Foundation structure |
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2014
- 2014-12-31 CN CN201410855703.2A patent/CN104532873A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012019505A1 (en) * | 2010-08-11 | 2012-02-16 | Huo Hongbin | Pile anchor foundation structure |
| CN102995651A (en) * | 2012-12-10 | 2013-03-27 | 霍宏斌 | Gravity-type onshore/offshore wind turbine foundation with anchor rod |
| CN203373743U (en) * | 2013-08-02 | 2014-01-01 | 山东电力工程咨询院有限公司 | Reinforcing anchor rod for transmission tower foundation |
| CN204385762U (en) * | 2014-12-31 | 2015-06-10 | 霍宏斌 | A kind of Rock Bolt Foundation structure |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756077A (en) * | 2016-02-17 | 2016-07-13 | 北京健安诚岩土工程有限公司 | Foundation ring rock anchor rod foundation |
| CN107938696A (en) * | 2017-12-22 | 2018-04-20 | 中国地质大学（武汉） | A kind of prestressing force base expanding and base expanding anchor cable blower foundation for Rock Region |
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Application publication date: 20150422 |
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