CN105696594A - Retardation type buckling prevention anti-floating anchor and construction method thereof - Google Patents
Retardation type buckling prevention anti-floating anchor and construction method thereof Download PDFInfo
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- CN105696594A CN105696594A CN201610141042.6A CN201610141042A CN105696594A CN 105696594 A CN105696594 A CN 105696594A CN 201610141042 A CN201610141042 A CN 201610141042A CN 105696594 A CN105696594 A CN 105696594A
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- Prior art keywords
- metal tube
- rod
- float anchor
- lateral deflection
- cock body
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- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/10—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
- E02D31/12—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure against upward hydraulic pressure
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- 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)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Piles And Underground Anchors (AREA)
- Foundations (AREA)
Abstract
The invention provides a retardation type buckling prevention anti-floating anchor and a construction method thereof. The retardation type buckling prevention anti-floating anchor comprises an anchor body, a metal tube, retarding mortar and a cock body, wherein the metal tube is anchored in a foundation; the inside of the metal tube is hollow and is infused with the retarding mortar; the upper end of the metal tube is closed and the lower end of the metal tube is opened; the lower part of the anchor body is implanted into foundation soil; the upper part of the anchor body penetrates through the cock body and extends into the metal tube; the cock body is arranged at an opening in the lower end of the metal tube and is used for blocking the opening in the lower end of the metal tube and relatively fixing the metal tube and the anchor body; and a section of clearance is reserved between the upper end of the anchor body and the inner wall of the upper end of the metal tube. Compared with the prior art, the retardation type buckling prevention anti-floating anchor provided by the invention has the advantages that a better anti-floating confinement effect for a basement is realized, and the condition that the strength of the anchor body is reduced by repeated compressive tension is also avoided.
Description
Technical field
The present invention relates to field of civil engineering, particularly relate to a kind of anti-lateral deflection anti-float anchor rod of retardation setting type and construction method thereof。
Background technology
Anti-float anchor rod is conventional a kind of structural elements to underground structure, underground structure offer anti-floating ability。Its body of rod is made by reinforcing bar, steel strand wires, steel pipe etc., and major part is implanted in foundation soil, and upper end anchors into basis。When underground structure, structures suffer water buoyancy upwards, anti-float anchor rod will retrain building, structures, it is prevented that it floats。
In construction period owing to adopting precipitation means, basement is also not affected by the effect of upwards water buoyancy；Along with the progressively construction of upper building, downward pressure incrementally increases, and basis is inevitable produces downwards certain sedimentation。And the anti-float anchor rod body of rod is elongated metallic member, it is possible to produce bigger anti-pulling capacity but pressure cannot be born, therefore along with setting of ground, anchor rod body certainty compressive buckling。
When construction completes, precipitation terminates, basement start to bear upwards water buoyancy time, be only possible to after the anti-float anchor rod of lateral deflection stretches to basement provide constraint。So not only anti-float anchor rod is poor to basement anti-floating binding effect, and the anti-float anchor rod body of rod is under pressure is drawn repeatedly, and intensity also can decline to some extent。
Therefore, it is necessary to prior art is improved。
Summary of the invention
It is an object of the invention to provide a kind of anti-lateral deflection anti-float anchor rod of retardation setting type and construction method thereof, it is prevented that construction period anti-float anchor rod compressive buckling, and then weaken anti-floating binding effect and lever strength。
For achieving the above object, the present invention is by the following technical solutions:
A kind of anti-lateral deflection anti-float anchor rod of retardation setting type, including the body of rod, metal tube, retarding mortar, cock body；Described metal tube is anchored in basis, the inner hollow of metal tube and be perfused with retarding mortar, the upper end closed of metal tube and lower ending opening；The bottom of the described body of rod is implanted in foundation soil, and the top of the body of rod is through cock body and stretches in metal tube；Described cock body is arranged at metal tube lower ending opening place, is blocked by metal tube lower ending opening and metal tube and the body of rod is relatively fixed；An intersegmental gap is left between upper end and the upper end inwall of metal tube of the body of rod。
Further, described metal tube is metal bellows。
Further, described cock body is that the middle part of rubber stopper is provided with mean for the through hole of body of rod traverse in round table-like rubber stopper。
Further, the upper end of described metal tube is provided with aspirating hole。
The construction method of the anti-lateral deflection anti-float anchor rod of more than one described retardation setting types, including:
S1, by metal tube be inverted, in metal tube inject retarding mortar；
S2, cock body is enclosed within the body of rod, and body of rod top is inserted in metal tube；
Metal tube and the body of rod are together just put after being blocked by metal tube lower ending opening by S3, use cock body；
S4, treat that retarding mortar flow to metal tube bottom, in formation gap, metal tube top；
S5, implant in foundation soil internal drilling and by the bottom of the body of rod, then be cased with metal tube place on body of rod top and water and smash construction basis。
Further, described S4 also includes: extract the air in gap out。
The present invention utilizes the characteristic of retarding mortar, by above-mentioned structure, starts sedimentation along with upper load strengthens basis in work progress, and during retarding mortar ot-yet-hardened, the body of rod can freely-movable in metal tube, it is ensured that the body of rod is not by lateral deflection；To be onstructed complete, after foundation settlement is stable, retarding mortar solidifies, and the body of rod plays anti-floating effect。
Compared with prior art, basement is had better anti-floating binding effect by retardation setting type provided by the present invention anti-lateral deflection anti-float anchor rod, also ensure that lever strength is not because pressure repeatedly is drawn and reduced。
Accompanying drawing explanation
Fig. 1 is the structural representation of the anti-lateral deflection anti-float anchor rod of a kind of retardation setting type that the embodiment of the present invention provides；
Fig. 2 is the end enlarged drawing of the anti-lateral deflection anti-float anchor rod of a kind of retardation setting type that the embodiment of the present invention provides。
Fig. 3 is the structural representation of the metal tube in the embodiment of the present invention。
Fig. 4 is the structural representation of the cock body in the embodiment of the present invention。
Detailed description of the invention
Below in conjunction with accompanying drawing and specific embodiment, technical scheme is described in detail。
As depicted in figs. 1 and 2, the problem weakening anti-floating binding effect and lever strength for solving construction period anti-float anchor rod compressive buckling, the invention provides a kind of anti-lateral deflection anti-float anchor rod of retardation setting type。Specifically, it includes the body of rod 1, metal tube 2, retarding mortar 3, cock body 4；Described metal tube 2 is anchored in basis 5, the inner hollow of metal tube 2 and be perfused with retarding mortar 3, the upper end closed of metal tube 2 and lower ending opening；The bottom of the described body of rod 1 is implanted in foundation soil 6, and the top of the body of rod 1 is through cock body 4 and stretches in metal tube 2；Described cock body 4 is arranged at metal tube 2 lower ending opening place, is blocked by metal tube 2 lower ending opening and metal tube 2 and the body of rod 1 is relatively fixed；An intersegmental gap 10 is left between upper end and the upper end inwall of metal tube 2 of the body of rod 1。
Retarding mortar 3 is by extraordinary mortar through suitable proportioning of cement, compound retarder and sand, can not solidify within a longer time period, and higher-strength can be reached after solidifying, how to be applied in prestressed concrete engineering as grouting material at present。
By above-mentioned structure, along with upper load strengthens in work progress, basis 5 is when starting to settle, retarding mortar 3 ot-yet-hardened, and the body of rod 1 can freely-movable in metal tube 2, it is ensured that the body of rod 1 is not by lateral deflection。To be onstructed complete, after basic 5 settlement stabilities, retarding mortar 3 solidifies, and the body of rod 1 plays anti-floating effect。
Further, as it is shown on figure 3, in the embodiment of the present invention, described metal tube 2 preferably employs metal bellows, ripple can strengthen and is engaged ability between metal tube 2 and retarding mortar 3 and basis 5。
Further, as shown in Figure 4, described cock body 4 is in round table-like rubber stopper, and the middle part of rubber stopper is provided with mean for the through hole 41 of the body of rod 1 traverse。The Main Function of cock body 4 is to prevent retarding mortar 3 from leaking down and the motion of the body of rod 1 is play the guiding role, the compressibility of the above-mentioned shape cooperation rubber of cock body 4, when basis 5 sinks, cock body 4 is progressively clamp-oned in metal tube 2, to reduce the obstruction that the body of rod 1 freely-movable is produced。
Further, as it is shown on figure 3, the upper end of described metal tube 2 is provided with aspirating hole 20。After the anti-lateral deflection anti-float anchor rod of retardation setting type provided in the embodiment of the present invention is completed, it is possible to extract the air in gap 10 by aspirating hole 20, it is compressed to and to a certain degree produces to hinder to the freely-movable of the body of rod 1 afterwards reducing this partial air。
The embodiment of the present invention additionally provides the construction method of the anti-lateral deflection anti-float anchor rod of more than one described retardation setting types, and specifically, described construction method includes:
S1, metal tube 2 is inverted, metal tube 2 injects retarding mortar 3；
S2, cock body 4 is enclosed within the body of rod 1, and the body of rod 1 top is inserted in metal tube 2；
Metal tube 2 and the body of rod 1 are together just put after being blocked by metal tube 2 lower ending opening by S3, use cock body 4；
S4, treat that retarding mortar 3 flow to metal tube 2 bottom, behind formation gap, metal tube 2 top 10；The air in gap 10 is extracted out by aspirating hole 20；
S5, according to general anti-float anchor rod work progress, implant in foundation soil 6 internal drilling and by the bottom of the body of rod 1, then be cased with on the body of rod 1 top metal tube 2 place water smash construction basis 5。
Embodiment described above only have expressed the several embodiments of the present invention, and it describes comparatively concrete and detailed, but therefore can not be interpreted as the restriction to the scope of the claims of the present invention。It should be pointed out that, for the person of ordinary skill of the art, without departing from the inventive concept of the premise, it is also possible to making some deformation and improvement, these broadly fall into protection scope of the present invention。Therefore, the protection domain of patent of the present invention should be as the criterion with claims。
Claims (6)
1. the anti-lateral deflection anti-float anchor rod of retardation setting type, it is characterised in that include the body of rod, metal tube, retarding mortar, cock body；Described metal tube is anchored in basis, the inner hollow of metal tube and be perfused with retarding mortar, the upper end closed of metal tube and lower ending opening；The bottom of the described body of rod is implanted in foundation soil, and the top of the body of rod is through cock body and stretches in metal tube；Described cock body is arranged at metal tube lower ending opening place, is blocked by metal tube lower ending opening and metal tube and the body of rod is relatively fixed；An intersegmental gap is left between upper end and the upper end inwall of metal tube of the body of rod。
2. the anti-lateral deflection anti-float anchor rod of retardation setting type according to claim 1, it is characterised in that described metal tube is metal bellows。
3. the anti-lateral deflection anti-float anchor rod of retardation setting type according to claim 1, it is characterised in that described cock body is that the middle part of rubber stopper is provided with mean for the through hole of body of rod traverse in round table-like rubber stopper。
4. the anti-lateral deflection anti-float anchor rod of retardation setting type according to claim 1, it is characterised in that the upper end of described metal tube is provided with aspirating hole。
5. the construction method of the arbitrary described anti-lateral deflection anti-float anchor rod of retardation setting type of Claims 1-4, it is characterised in that including:
S1, by metal tube be inverted, in metal tube inject retarding mortar；
S2, cock body is enclosed within the body of rod, and body of rod top is inserted in metal tube；
Metal tube and the body of rod are together just put after being blocked by metal tube lower ending opening by S3, use cock body；
S4, treat that retarding mortar flow to metal tube bottom, in formation gap, metal tube top；
S5, implant in foundation soil internal drilling and by the bottom of the body of rod, then be cased with metal tube place on body of rod top and water and smash construction basis。
6. construction method according to claim 5, it is characterised in that described S4 also includes: extract the air in gap out。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610141042.6A CN105696594B (en) | 2016-03-14 | 2016-03-14 | A kind of anti-lateral deflection anti-float anchor rod of retardation setting type and its construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610141042.6A CN105696594B (en) | 2016-03-14 | 2016-03-14 | A kind of anti-lateral deflection anti-float anchor rod of retardation setting type and its construction method |
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| Publication Number | Publication Date |
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| CN105696594A true CN105696594A (en) | 2016-06-22 |
| CN105696594B CN105696594B (en) | 2017-11-28 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610141042.6A Active CN105696594B (en) | 2016-03-14 | 2016-03-14 | A kind of anti-lateral deflection anti-float anchor rod of retardation setting type and its construction method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112575743A (en) * | 2020-11-12 | 2021-03-30 | 中国电建集团中南勘测设计研究院有限公司 | Geomembrane anchor seal structure |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001059221A (en) * | 1999-08-23 | 2001-03-06 | Asahi Tec Corp | Underground anchor |
| JP4672213B2 (en) * | 2001-08-30 | 2011-04-20 | 岡部株式会社 | Slope stabilization method |
| CN102865088A (en) * | 2012-09-12 | 2013-01-09 | 山东科技大学 | Tension and compression coupling type high-strength and high-deformation anchor rod and method for using same |
| CN203248179U (en) * | 2013-05-24 | 2013-10-23 | 中国葛洲坝集团股份有限公司 | Seat plate adjustable prestress anchor rod device |
| CN204267064U (en) * | 2014-11-04 | 2015-04-15 | 中国矿业大学 | Embedded classification constant-resistance shearing resistance large deformation anchor device |
| CN104819003A (en) * | 2015-04-01 | 2015-08-05 | 中国矿业大学 | Full-size anchoring device facilitating application of pretightening force |
| CN205857174U (en) * | 2016-03-14 | 2017-01-04 | 中交第四航务工程勘察设计院有限公司 | A kind of retardation setting type anti-lateral deflection anti-float anchor rod |
-
2016
- 2016-03-14 CN CN201610141042.6A patent/CN105696594B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001059221A (en) * | 1999-08-23 | 2001-03-06 | Asahi Tec Corp | Underground anchor |
| JP4672213B2 (en) * | 2001-08-30 | 2011-04-20 | 岡部株式会社 | Slope stabilization method |
| CN102865088A (en) * | 2012-09-12 | 2013-01-09 | 山东科技大学 | Tension and compression coupling type high-strength and high-deformation anchor rod and method for using same |
| CN203248179U (en) * | 2013-05-24 | 2013-10-23 | 中国葛洲坝集团股份有限公司 | Seat plate adjustable prestress anchor rod device |
| CN204267064U (en) * | 2014-11-04 | 2015-04-15 | 中国矿业大学 | Embedded classification constant-resistance shearing resistance large deformation anchor device |
| CN104819003A (en) * | 2015-04-01 | 2015-08-05 | 中国矿业大学 | Full-size anchoring device facilitating application of pretightening force |
| CN205857174U (en) * | 2016-03-14 | 2017-01-04 | 中交第四航务工程勘察设计院有限公司 | A kind of retardation setting type anti-lateral deflection anti-float anchor rod |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112575743A (en) * | 2020-11-12 | 2021-03-30 | 中国电建集团中南勘测设计研究院有限公司 | Geomembrane anchor seal structure |
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| CN105696594B (en) | 2017-11-28 |
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