CN101962978A - Shape memory alloy anchoring system - Google Patents
Shape memory alloy anchoring system Download PDFInfo
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- CN101962978A CN101962978A CN 201010513225 CN201010513225A CN101962978A CN 101962978 A CN101962978 A CN 101962978A CN 201010513225 CN201010513225 CN 201010513225 CN 201010513225 A CN201010513225 A CN 201010513225A CN 101962978 A CN101962978 A CN 101962978A
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- marmem
- shape memory
- memory alloy
- sleeve
- muscle
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Abstract
The invention belongs to the technical field of civil engineering and particularly relates to a shape memory alloy anchoring system, which consists of a shape memory alloy, a sleeve and a clamping piece, and is characterized in that: the two ends of the shape memory alloy are an inverted frustum bodies; the middle part of the shape memory alloy is a cylinder body; one side of the cylinder has an opening; the end part of the shape memory alloy is inserted into the hole of the sleeve; and the clamping piece is arranged at the connection part of the end part of the shape memory alloy and the inside of the sleeve. Different from the conventional anchoring method, the system uses extrusion force for anchoring and thereby solves the problem that the shape memory alloy cannot be anchored by a friction force or adhesive force due to overhigh hardness; and the system has a simple process, can be produced at low cost and has a promising application prospect in field of civil engineering.
Description
Technical field
The invention belongs to technical field of civil engineering, be specifically related to a kind of marmem anchoring system.
Background technology
Along with going deep into of civil engineering research, the research of intelligent civil engineering and application are subjected to increasing attention.Intellectual materials such as marmem are connected structurally after designing, can greatly improve the safety and the reliability of structure, avoid the generation of disastrous accident.Marmem is a kind of important intellectual material, compares with traditional civil engineering material, and it has self-sensing properties and shape memory effect.In the existing research, marmem is embedded in the concrete component mostly, realizes being connected of marmem and other materials by utilizing frictional force or adhesion stress.This method of attachment has determined marmem to be applied in the new building, and driving force can not can't be brought into play the big characteristics of marmem driving force above friction or the anchored force that bonds and provided.The inventor patent " intelligent prestress system " (patent No.: 200510028189.6) with marmem with the arranged in form of external prestressing muscle outside structure, pier nose formula ground tackle and agent structure anchoring are adopted in two ends.This connected mode can avoid the marmem temperature to raise to the adverse effect of the normal functional performance of agent structure, and the range of application of marmem widened to existed building from new building, but the driving force that produces can only reach about 80% of maximum driving force, still can't give full play to the big characteristics of marmem driving force.As seen, anchorage style is to hinder the technical problem underlying that marmem is applied in intelligent civil engineering, develops the urgent problem that the effective anchor device of a cover has become the marmem intelligence structure.
Summary of the invention
The object of the present invention is to provide a kind of marmem anchoring system, the present invention has realized that the marmem muscle is connected with the effective of other materials, has advantages such as technology is simple, cost of production is low.
The marmem anchoring system that the present invention proposes, by marmem muscle 1, sleeve 2 and intermediate plate 3 are formed, wherein: marmem muscle 1 two ends are the back taper stage body, the middle part is a cylinder, sleeve one STH, marmem muscle 1 end penetrates the perforate position of sleeve 2, and marmem muscle 1 end and sleeve 2 internal connections are provided with intermediate plate 3.
Among the present invention, the size of described intermediate plate 3 medial surfaces and marmem muscle 1 end lateral surface is complementary.
Among the present invention, described intermediate plate 3 lateral surfaces are semicircle; Medial surface is half truncated cone-shaped, and is measure-alike with marmem muscle 1 end lateral surface.
Among the present invention, utilize the extruding force of marmem to carry out anchoring, avoided utilizing in traditional anchoring process frictional force or adhesion stress to carry out anchoring.(this sentence repeats with following the meaning, could delete?)
Marmem anchoring process provided by the invention is different with conventional method, this system utilizes extruding force to carry out anchoring, thereby avoided to utilize frictional force or adhesion stress to carry out anchoring because of the hardness of marmem is excessive, and technology is simple, cost of production is low, has more wide application prospect in field of civil engineering.
Description of drawings
Fig. 1 is a side elevational view of the present invention.
Fig. 2 is the form processing figure of marmem muscle of the present invention.
Fig. 3 is an anchored end schematic diagram of the present invention.
Fig. 4 is a sleeve schematic diagram of the present invention.
Fig. 5 is sleeve of the present invention left side elevation.
Fig. 6 is the right elevation of sleeve of the present invention.
Fig. 7 is an intermediate plate schematic diagram of the present invention.
Number in the figure: 1 is the marmem muscle, and 2 is sleeve, 3 intermediate plates.
The specific embodiment
Further specify the present invention below in conjunction with accompanying drawing.
Embodiment 1: as Fig. 1-shown in Figure 7, marmem anchoring system of the present invention comprises: marmem muscle 1, sleeve 2 and intermediate plate 3.The back taper stage body is processed at the two ends of marmem muscle 1.At first marmem muscle 1 is penetrated sleeve 2, then intermediate plate 3 is put into sleeve 2, the two ends of sleeve 2 to marmem muscle 1 are stretched, marmem muscle 1, sleeve 2, intermediate plate 3 are combined closely, form an integral body.Be connected with other materials by the screw thread on the sleeve 2.
Claims (3)
1. marmem anchoring system, by marmem muscle (1), sleeve (2) and intermediate plate (3) are formed, it is characterized in that marmem muscle (1) two ends are the back taper stage body, the middle part is a cylinder, sleeve (2) one STHs, marmem muscle (1) end penetrates the perforate position of sleeve (2), and marmem muscle (1) end and sleeve (2) internal connection are provided with intermediate plate (3).
2. marmem anchoring system according to claim 1 is characterized in that the size of described intermediate plate (3) medial surface and marmem muscle (1) end lateral surface is complementary.
3. marmem anchoring system according to claim 2 is characterized in that described intermediate plate (3) lateral surface is for semicircle; Medial surface is half truncated cone-shaped, and is measure-alike with marmem muscle (1) end lateral surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010513225 CN101962978A (en) | 2010-10-20 | 2010-10-20 | Shape memory alloy anchoring system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010513225 CN101962978A (en) | 2010-10-20 | 2010-10-20 | Shape memory alloy anchoring system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101962978A true CN101962978A (en) | 2011-02-02 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010513225 Pending CN101962978A (en) | 2010-10-20 | 2010-10-20 | Shape memory alloy anchoring system |
Country Status (1)
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| CN (1) | CN101962978A (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102839753A (en) * | 2012-09-07 | 2012-12-26 | 中国人民解放军63983部队 | Anchoring device used between FRP (Fiber Reinforced Plastic) pipe and metal bar |
| CN102839663A (en) * | 2012-09-02 | 2012-12-26 | 山东科技大学 | Automatic anchor device and application method thereof |
| CN104818778A (en) * | 2015-03-30 | 2015-08-05 | 同济大学 | Stainless steel connecting piece for prefabricated concrete sandwich insulation wall |
| CN105064621A (en) * | 2015-08-31 | 2015-11-18 | 裴唯雅 | Steel rope and reinforcing steel bar connector |
| CN105378129A (en) * | 2013-04-08 | 2016-03-02 | Re-Fer股份公司 | Method for building prestressed concrete structures by means of profiles consisting of a shape-memory alloy, and structure produced using said method |
| CN106499124A (en) * | 2016-12-15 | 2017-03-15 | 济南大学 | A kind of SMA muscle plasticity hinge connectors for FRP tendon concrete structures |
| CN115094754A (en) * | 2022-07-08 | 2022-09-23 | 东南大学 | CFRP cold-cast group anchor cable with additional Fe-SMA sleeve and anchoring method |
| CN115653206A (en) * | 2022-12-22 | 2023-01-31 | 太原轨道交通集团有限公司 | Prestressed carbon fiber reinforced material inner cone type anchorage device and assembling method thereof |
| CN115749139A (en) * | 2022-12-22 | 2023-03-07 | 贝正南京工程技术有限公司 | Prestressed carbon fiber bar with two-end conical anchoring end and manufacturing method thereof |
| CN115094754B (en) * | 2022-07-08 | 2024-06-07 | 东南大学 | CFRP (carbon fiber reinforced plastic) cold cast group anchor inhaul cable added with Fe-SMA (shape memory alloy) sleeve and anchor method |
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| GB1387818A (en) * | 1971-05-11 | 1975-03-19 | Johnson Firth Brown Ltd | Anchorage grip for prestressed concrete structures |
| CN2246688Y (en) * | 1995-06-08 | 1997-02-05 | 兰中平 | Single-layer laminated reinforced concrete arch cover |
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| CN1330194A (en) * | 2000-06-16 | 2002-01-09 | 虞德顺 | Clamping anchor with oblique section |
| CN1603545A (en) * | 2004-10-29 | 2005-04-06 | 哈尔滨工业大学 | Anchor for caving built prestressed concrete floorslab |
| US20050180402A1 (en) * | 2004-02-18 | 2005-08-18 | Siemens Aktiengesellschaft | Method for improving the quality of a voice transmission via an air interface |
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| JP2006257677A (en) * | 2005-03-15 | 2006-09-28 | Sumitomo Denko Steel Wire Kk | Pc anchorage member |
| KR100692913B1 (en) * | 2006-07-12 | 2007-03-12 | (주) 이삼이엔지 | Tendon anchoring apparatus |
| KR20080072114A (en) * | 2007-02-01 | 2008-08-06 | 주식회사 삼우기초기술 | Wedge block for a ground anchor fixing equipment |
| CN101519877A (en) * | 2008-03-17 | 2009-09-02 | 周兆弟 | Multi-headed fast tearing butt coupler and fabricated part |
| CN101696591A (en) * | 2009-10-27 | 2010-04-21 | 哈尔滨工业大学 | Steel strand connector |
-
2010
- 2010-10-20 CN CN 201010513225 patent/CN101962978A/en active Pending
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1387818A (en) * | 1971-05-11 | 1975-03-19 | Johnson Firth Brown Ltd | Anchorage grip for prestressed concrete structures |
| CN2246688Y (en) * | 1995-06-08 | 1997-02-05 | 兰中平 | Single-layer laminated reinforced concrete arch cover |
| CN1330194A (en) * | 2000-06-16 | 2002-01-09 | 虞德顺 | Clamping anchor with oblique section |
| CN2455817Y (en) * | 2000-12-08 | 2001-10-24 | 柳州市建筑机械总厂 | Monohole connector |
| US20050180402A1 (en) * | 2004-02-18 | 2005-08-18 | Siemens Aktiengesellschaft | Method for improving the quality of a voice transmission via an air interface |
| CN1603545A (en) * | 2004-10-29 | 2005-04-06 | 哈尔滨工业大学 | Anchor for caving built prestressed concrete floorslab |
| JP2006257677A (en) * | 2005-03-15 | 2006-09-28 | Sumitomo Denko Steel Wire Kk | Pc anchorage member |
| CN1718970A (en) * | 2005-07-27 | 2006-01-11 | 同济大学 | Intelligent prestress system |
| KR100692913B1 (en) * | 2006-07-12 | 2007-03-12 | (주) 이삼이엔지 | Tendon anchoring apparatus |
| KR20080072114A (en) * | 2007-02-01 | 2008-08-06 | 주식회사 삼우기초기술 | Wedge block for a ground anchor fixing equipment |
| CN101519877A (en) * | 2008-03-17 | 2009-09-02 | 周兆弟 | Multi-headed fast tearing butt coupler and fabricated part |
| CN101696591A (en) * | 2009-10-27 | 2010-04-21 | 哈尔滨工业大学 | Steel strand connector |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102839663A (en) * | 2012-09-02 | 2012-12-26 | 山东科技大学 | Automatic anchor device and application method thereof |
| CN102839663B (en) * | 2012-09-02 | 2015-08-19 | 山东科技大学 | Automatic anchor device and application process thereof |
| CN102839753B (en) * | 2012-09-07 | 2014-09-17 | 中国人民解放军63983部队 | Anchoring device used between FRP (Fiber Reinforced Plastic) pipe and metal bar |
| CN102839753A (en) * | 2012-09-07 | 2012-12-26 | 中国人民解放军63983部队 | Anchoring device used between FRP (Fiber Reinforced Plastic) pipe and metal bar |
| CN105378129A (en) * | 2013-04-08 | 2016-03-02 | Re-Fer股份公司 | Method for building prestressed concrete structures by means of profiles consisting of a shape-memory alloy, and structure produced using said method |
| CN104818778A (en) * | 2015-03-30 | 2015-08-05 | 同济大学 | Stainless steel connecting piece for prefabricated concrete sandwich insulation wall |
| CN105064621A (en) * | 2015-08-31 | 2015-11-18 | 裴唯雅 | Steel rope and reinforcing steel bar connector |
| CN106499124A (en) * | 2016-12-15 | 2017-03-15 | 济南大学 | A kind of SMA muscle plasticity hinge connectors for FRP tendon concrete structures |
| CN106499124B (en) * | 2016-12-15 | 2018-10-26 | 济南大学 | A kind of SMA muscle plasticity hinge connectors for FRP tendons concrete structure |
| CN115094754A (en) * | 2022-07-08 | 2022-09-23 | 东南大学 | CFRP cold-cast group anchor cable with additional Fe-SMA sleeve and anchoring method |
| CN115094754B (en) * | 2022-07-08 | 2024-06-07 | 东南大学 | CFRP (carbon fiber reinforced plastic) cold cast group anchor inhaul cable added with Fe-SMA (shape memory alloy) sleeve and anchor method |
| CN115653206A (en) * | 2022-12-22 | 2023-01-31 | 太原轨道交通集团有限公司 | Prestressed carbon fiber reinforced material inner cone type anchorage device and assembling method thereof |
| CN115749139A (en) * | 2022-12-22 | 2023-03-07 | 贝正南京工程技术有限公司 | Prestressed carbon fiber bar with two-end conical anchoring end and manufacturing method thereof |
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Application publication date: 20110202 |