CN109001060A - A kind of drawing hoist cable pulling force width and the two-way index fatigue experimental device of anchored end corner and method - Google Patents
A kind of drawing hoist cable pulling force width and the two-way index fatigue experimental device of anchored end corner and method Download PDFInfo
- Publication number
- CN109001060A CN109001060A CN201810808716.2A CN201810808716A CN109001060A CN 109001060 A CN109001060 A CN 109001060A CN 201810808716 A CN201810808716 A CN 201810808716A CN 109001060 A CN109001060 A CN 109001060A
- Authority
- CN
- China
- Prior art keywords
- sling
- tension
- pulling
- pull
- fatigue test
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 13
- 238000004873 anchoring Methods 0.000 claims abstract description 24
- 238000009661 fatigue test Methods 0.000 claims abstract description 24
- 238000012360 testing method Methods 0.000 claims abstract description 13
- 238000005452 bending Methods 0.000 abstract description 8
- 238000010998 test method Methods 0.000 abstract description 3
- 230000005540 biological transmission Effects 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 7
- 239000010959 steel Substances 0.000 description 7
- 238000010586 diagram Methods 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002457 bidirectional effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/32—Investigating strength properties of solid materials by application of mechanical stress by applying repeated or pulsating forces
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/0058—Kind of property studied
- G01N2203/0069—Fatigue, creep, strain-stress relations or elastic constants
- G01N2203/0073—Fatigue
Landscapes
- Physics & Mathematics (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- General Physics & Mathematics (AREA)
- Immunology (AREA)
- Pathology (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
本发明公开了一种拉吊索拉力幅和锚固端转角双向指标疲劳试验装置和方法,包括自平衡支架和支撑架、固定锚固端和可调整张力的联板,固定锚固端连接到自平衡支架的一端,联板连接到自平衡支架的另一端;拉吊索一端连接到固定锚固端,另一端与联板锚固;拉吊索索力加载构件的夹片套装在拉吊索上,吊杆通过连接件连接到夹片。试验方法包括,将拉吊索连接到固定锚固端与联板、将拉吊索的张力调整到试验要求的最小张力值和通过在吊杆上施加横向的横向加力等步骤。试验装置可真实反映拉吊索疲劳破坏,传力明确、模型简单以及操作简易;试验方法可以模拟拉吊索与锚固端处的磨损疲劳、拉吊索的弯曲应力疲劳、连接件的破坏方式以及锚固端转动疲劳。
The invention discloses a fatigue test device and method for two-way indicators of tension amplitude and anchoring end rotation angle of a sling, comprising a self-balancing support and a support frame, a fixed anchoring end and a connecting plate with adjustable tension, and the fixed anchoring end is connected to the self-balancing support One end of the connecting plate is connected to the other end of the self-balancing support; one end of the sling is connected to the fixed anchor end, and the other end is anchored with the connecting plate; A connector is connected to the clip. The test method includes steps such as connecting the pulling sling to the fixed anchor end and the connecting plate, adjusting the tension of the pulling sling to the minimum tension value required for the test, and applying a lateral lateral force on the suspender. The test device can truly reflect the fatigue damage of the pull sling, the force transmission is clear, the model is simple, and the operation is easy; the test method can simulate the wear fatigue at the pull sling and the anchorage end, the bending stress fatigue of the pull sling, the failure mode of the connecting piece and Rotational fatigue at the anchorage end.
Description
技术领域technical field
本发明属于桥梁技术领域,特别是一种拉吊索拉力幅和锚固端转角双向指标疲劳试验装置和方法。The invention belongs to the technical field of bridges, in particular to a bidirectional index fatigue test device and method for the tensile amplitude of a sling and the rotation angle of an anchoring end.
背景技术Background technique
作为悬索桥和斜拉索的主要受力构件,拉吊索将悬索桥加劲梁、斜拉桥主梁的荷载传递到主缆或桥塔,从而保证缆索承重桥梁的正常运营。拉吊索使用寿命设计年限一般为30年,但一般情况其使用年限远远低于设计要求。承重桥梁在动载作用下容易产生沿桥梁的纵、横向的摆动,导致拉吊索发生反复受弯,由于较短的拉吊索刚度比较大,从而更易造成疲劳破坏。在活载作用下,拉吊索承受变化的荷载从而导致拉吊索内钢丝内力不断地变化,这种变化使钢丝经受往复拉拉交变应力容易导致拉吊索结构内部钢丝发生疲劳破坏。As the main stress-bearing components of suspension bridges and cable-stayed cables, the tension cables transfer the load of the stiffening girder of the suspension bridge and the main girder of the cable-stayed bridge to the main cables or bridge towers, thus ensuring the normal operation of the cable-bearing bridge. The design period of the service life of the sling is generally 30 years, but in general its service life is far below the design requirements. Load-bearing bridges tend to swing longitudinally and laterally along the bridge under dynamic loads, resulting in repeated bending of the slings. Due to the relatively high stiffness of the short slings, fatigue damage is more likely to occur. Under the action of live load, the pull sling bears the changing load, which leads to the constant change of the internal force of the steel wire in the pull sling. This change makes the steel wire undergo reciprocating pulling and pulling alternating stress, which easily leads to fatigue damage of the steel wire inside the pull sling structure.
从另一个角度出发,拉吊索在与主梁连接处的锚固处会产生微小的转角,在长期的动荷载作用下,拉吊索上、下锚头连接处的钢丝受往复的弯曲应力从而导致钢丝截面应力产生拉压应力循环而产生钢丝疲劳。另外由于锚固处会产生微小的转角,久而久之也会产生破坏。From another point of view, the sling will produce a small corner at the anchorage of the connection with the main beam. Under the long-term dynamic load, the steel wires at the connection between the upper and lower anchor heads of the sling will be subject to reciprocating bending stress. This leads to tension and compression stress cycles in the cross-sectional stress of the steel wire, resulting in wire fatigue. In addition, due to the small corners at the anchorage, damage will occur over time.
对于骑跨式锚固端拉吊索而言,在钢丝绳拉吊索绕过锚固端位置处,由于吊索受到的交变荷载而导致骑跨弯曲处受到往复的弯曲荷载,容易产生弯曲疲劳。For the straddle-type anchorage end pull sling, where the wire rope pulls the sling around the anchorage end, due to the alternating load on the sling, the straddle bend is subject to reciprocating bending loads, which is prone to bending fatigue.
研究表明:拉吊索破坏的最主要方式是疲劳破坏。而影响索体疲劳性能的因素有许多,大致可以分为:Studies have shown that the most important way of pulling sling damage is fatigue damage. There are many factors affecting the fatigue performance of the cable body, which can be roughly divided into:
(1)拉吊索本身的性质,例如:结构、材质、强度、刚度、绳芯表面涂油、处理工艺等;(1) The nature of the sling itself, such as: structure, material, strength, stiffness, oiling on the surface of the rope core, treatment process, etc.;
(2)索体运营因素,如交变应力幅值、冲击力、环境等;(2) Cable body operation factors, such as alternating stress amplitude, impact force, environment, etc.;
(3)钢丝绳与锚具的锚固状况及锚具与连接销钉的状况。(3) The anchoring condition of the wire rope and the anchorage and the condition of the anchorage and the connecting pin.
目前的拉吊索疲劳试验中,只是对拉吊索施加交变轴向荷载,并没有同时施加弯曲荷载的试验装置。试验不能够反应锚固处和吊索绕过索夹位置处的受力状态。In the current tension sling fatigue test, only the alternating axial load is applied to the tension sling, and there is no test device for applying bending load at the same time. The test cannot reflect the force state at the anchorage and the position where the sling bypasses the clamp.
发明内容Contents of the invention
本发明的目的是提供一种拉吊索拉力幅和锚固端转角双向指标疲劳试验装置和方法,通过施加比较小的横向力就能实现拉吊索轴力和转角的变化。The object of the present invention is to provide a fatigue test device and method for two-way indicators of the tension amplitude of the sling and the rotation angle of the anchoring end, and the change of the axial force and the rotation angle of the sling can be realized by applying a relatively small transverse force.
实现本发明目的的技术方案如下:The technical scheme that realizes the object of the present invention is as follows:
一种拉吊索拉力幅和锚固端转角双向指标疲劳试验装置,包括自平衡支架和支撑架;所述自平衡支架为相互平行的上、下矩形框,支撑架为连接上、下矩形框的竖向支撑柱;还包括固定锚固端和可调整张力的联板,固定锚固端通过第一锚固架连接到自平衡支架的一端,联板通过第二锚固架连接到自平衡支架的另一端;拉吊索一端连接到固定锚固端,另一端与联板锚固;还包括拉吊索索力加载构件,所述拉吊索索力加载构件包括夹片、连接件和吊杆,夹片套装在拉吊索上,吊杆通过连接件连接到夹片。A two-way indicator fatigue test device for the tension amplitude of the sling and the rotation angle of the anchoring end, including a self-balancing support and a support frame; The vertical support column also includes a fixed anchor end and a connecting plate with adjustable tension, the fixed anchor end is connected to one end of the self-balancing support through the first anchor frame, and the connecting plate is connected to the other end of the self-balancing support through the second anchor frame; One end of the sling is connected to the fixed anchor end, and the other end is anchored to the connecting plate; it also includes a cable force loading member for the sling, which includes a clip, a connecting piece and a boom, and the clip is set on the sling On the cable, the boom is connected to the clip by a connector.
进一步地,所述固定锚固端为销接式锚固端,所述拉吊索为销接式拉吊索。Further, the fixed anchor end is a pin-connected anchor end, and the pulling sling is a pin-connecting pulling sling.
进一步地,所述固定锚固端为骑跨式锚固端,所述拉吊索为骑跨式锚固端拉吊索。Further, the fixed anchoring end is a straddling anchoring end, and the pulling sling is a straddling anchoring end pulling sling.
上述任一个技术方案的替代方案是,所述吊杆替换为加载头,加载头通过连接件连接到夹片。An alternative to any of the above technical solutions is that the boom is replaced by a loading head, and the loading head is connected to the clip through a connecting piece.
一种拉吊索拉力幅和锚固端转角双向指标疲劳试验方法,包括A two-way index fatigue test method for the tension amplitude of the sling and the rotation angle of the anchorage end, including
步骤1:将拉吊索一端连接到固定锚固端,另一端与联板锚固;Step 1: Connect one end of the pull sling to the fixed anchor end, and the other end to anchor with the connecting plate;
步骤2:将拉吊索的张力调整到试验要求的最小张力值;Step 2: Adjust the tension of the pulling sling to the minimum tension value required by the test;
步骤3:通过在吊杆上施加横向的横向加力,实现拉力幅和锚固端转角双指标疲劳试验。Step 3: By applying a lateral force on the suspender, the dual-index fatigue test of the tension amplitude and the anchoring end rotation angle is realized.
进一步地,所述步骤3中,通过在吊杆上施加横向的横向加力,采用的设备是千斤顶。Further, in the step 3, by applying a lateral force on the boom, the equipment used is a jack.
上述方法技术方案的替代方案是,所述吊杆替换为加载头;所述步骤3替换为:通过在加载头上施加横向的横向加力,实现拉力幅和锚固端转角双指标疲劳试验。An alternative to the technical solution of the above method is that the suspender is replaced by a loading head; the step 3 is replaced by: by applying a lateral force on the loading head, a dual-index fatigue test of the tension amplitude and the anchoring end rotation angle is realized.
进一步地,所述步骤3中,通过在加载头上施加横向的横向加力,采用的设备是疲劳试验机或激振器。Further, in the step 3, by applying a lateral lateral force on the loading head, the equipment used is a fatigue testing machine or a vibration exciter.
本发明的有益效果是:与现有技术相比,设计了可真实反映拉吊索疲劳破坏的试验装置,具有传力明确、模型简单以及操作简易等优点。本发明还提出了考虑弯曲应力、锚固处和吊索绕过索夹位置处的受力状态的测试方法,可以模拟吊索与索夹出的磨损疲劳、吊索的弯曲应力疲劳、连接件的破坏方式以及锚固端转动疲劳。测试结果可为吊索疲劳破坏的准确计算与充分利用提供必要依据,也可以综合评定吊索运营期间的状态,因此具有显著的科学价值及经济效益。The beneficial effects of the invention are: compared with the prior art, a test device that can truly reflect the fatigue damage of the pulling sling is designed, and has the advantages of clear force transmission, simple model, easy operation and the like. The present invention also proposes a test method that considers the stress state of the bending stress, the anchorage and the position where the sling bypasses the cable clamp, which can simulate the wear fatigue of the sling and the cable clamp, the bending stress fatigue of the sling, and the stress of the connecting piece. The failure mode and the rotational fatigue of the anchor end. The test results can provide the necessary basis for the accurate calculation and full utilization of the fatigue damage of the sling, and can also comprehensively evaluate the state of the sling during operation, so it has significant scientific value and economic benefits.
附图说明Description of drawings
图1是销接式拉吊索疲劳试验装置的结构图;Fig. 1 is the structural diagram of the fatigue test device of the pin-connected pull sling;
图2是骑跨式拉吊索疲劳试验装置的结构图。Fig. 2 is a structural diagram of a straddle-type pull sling fatigue test device.
图中,(1)销接式锚固端,(2)销接式拉吊索,(3)销接式拉吊索索力加载构件,(4)自平衡支架与支撑架,(5)固定锚固端和可调整张力的联板,(6)简化的骑跨式锚固端,(7)简化的骑跨式锚固端拉吊索,(8)骑跨式索夹拉吊索索力加载构件。In the figure, (1) pin-connected anchorage end, (2) pin-connected pull sling, (3) pin-connected pull sling cable load member, (4) self-balancing bracket and support frame, (5) fixed anchor (6) Simplified straddle-type anchorage end, (7) Simplified straddle-type anchorage end pulls the sling, (8) The straddle-type cable clamp pulls the sling to load the cable.
具体实施方式Detailed ways
下面结合附图对本发明进一步说明。The present invention will be further described below in conjunction with the accompanying drawings.
自平衡支架是由钢材组成的矩形框,用于平衡拉吊索的初始索力。支撑架为竖向支撑柱。索力加载构件由夹片、连接件和吊杆(或加载头)构成,可以把横向加载时的集中力转换为小范围的均布力从而避免应力集中。两端锚固架由钢板组成。The self-balancing bracket is a rectangular frame made of steel, which is used to balance the initial cable force of the pulling sling. The support frame is a vertical support column. The cable force loading member is composed of clips, connectors and suspenders (or loading heads), which can convert the concentrated force during lateral loading into a uniform force in a small range to avoid stress concentration. The anchor frame at both ends is composed of steel plates.
自平衡支架与支撑架放置在地面,用于承担试验反力及作为操作平台。The self-balancing bracket and support frame are placed on the ground to bear the test reaction force and serve as an operating platform.
销接式锚固端1固定于自平衡支架的顶部中央位置,拉吊索2与销接式锚固端1销接,拉吊索的另一头与可调拉力锚固端联板锚固。销接式拉吊索索力加载构件的吊杆连接到千斤顶后,可以在拉吊索的任意位置移动从而实现任意位置加载。销接式拉吊索索力加载构件为加载头时,可用疲劳试验机或激振器对加载头加载。The pin-connected anchor end 1 is fixed at the top center of the self-balancing support, the pull sling 2 is pin-connected to the pin-connect anchor end 1, and the other end of the pull sling is anchored to the adjustable tension anchor end plate. After the suspender rod of the pin-connected sling cable force loading member is connected to the jack, it can move at any position of the sling so as to realize loading at any position. When the cable force loading member of the pin-connected sling is the loading head, the loading head can be loaded by a fatigue testing machine or a vibration exciter.
骑跨式拉吊索锚固端6固定于自平衡支架的顶部中央位置,拉吊索7跨越骑跨式拉吊索锚固端6的两个侧壁的中间位置的卡槽,拉吊索的另一头与可调整拉力的联板锚固。骑跨式锚固端拉吊索索力加载构件的吊杆连接到千斤顶后,可以在拉吊索的任意位置移动从而实现任意位置加载。骑跨式拉吊索索力加载构件为加载头时,可用疲劳试验机或激振器对加载头加载。The anchor end 6 of the straddle-type pull sling is fixed at the top central position of the self-balancing support, the pull-sling 7 spans the slot in the middle of the two side walls of the anchor end 6 of the straddle-type pull sling, and the other end of the pull sling One end is anchored with a connecting plate with adjustable tension. After the suspender rod of the straddle-type anchorage end pulls the sling and loads the member connected to the jack, it can move at any position of the pull sling so as to realize loading at any position. When the straddling sling cable force loading member is the loading head, the loading head can be loaded by a fatigue testing machine or a vibration exciter.
这样,通过施加比较小的横向力实现了拉吊索轴力和转角的双指标反复变化。In this way, by applying a relatively small lateral force, the repeated changes of the double index of the axial force and the rotation angle of the pulling sling are realized.
进行试验时,拉吊索固定于自平衡支架上,将拉吊索的张力调整到试验要求的最小张力值,采用在拉吊索上横向加力的方式,实现拉力幅和锚固端转角双指标疲劳试验。在拉吊索上确定使锚固端转角幅值和拉吊索内力幅值都满足试验要求的位置和作用力大小。During the test, the pulling sling is fixed on the self-balancing support, the tension of the pulling sling is adjusted to the minimum tension value required by the test, and the method of applying force laterally on the pulling sling is adopted to realize the double index of the pulling force amplitude and the angle of the anchoring end stress test. On the pull sling, determine the position and the magnitude of the force that make the amplitude of the anchoring end rotation angle and the amplitude of the internal force of the pull sling meet the test requirements.
Claims (8)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810808716.2A CN109001060A (en) | 2018-07-18 | 2018-07-18 | A kind of drawing hoist cable pulling force width and the two-way index fatigue experimental device of anchored end corner and method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810808716.2A CN109001060A (en) | 2018-07-18 | 2018-07-18 | A kind of drawing hoist cable pulling force width and the two-way index fatigue experimental device of anchored end corner and method |
Publications (1)
Publication Number | Publication Date |
---|---|
CN109001060A true CN109001060A (en) | 2018-12-14 |
Family
ID=64597009
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810808716.2A Pending CN109001060A (en) | 2018-07-18 | 2018-07-18 | A kind of drawing hoist cable pulling force width and the two-way index fatigue experimental device of anchored end corner and method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN109001060A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111042008A (en) * | 2019-12-10 | 2020-04-21 | 柳州欧维姆结构检测技术有限公司 | Over-arch active control leveling anchoring device assembly for boom replacement and method for boom replacement |
CN115493925A (en) * | 2022-11-01 | 2022-12-20 | 安徽工业大学 | Coupling Test Device and Test Method for Tension-Torsion Corrosion Fatigue of Bridge Suspenders |
CN118961393A (en) * | 2024-07-11 | 2024-11-15 | 重庆交通大学 | A cable bending fatigue test device |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101183061A (en) * | 2006-11-14 | 2008-05-21 | 东芝电梯株式会社 | Wire rope end connector fatigue test apparatus |
CN101393094A (en) * | 2008-10-10 | 2009-03-25 | 江阴华新钢缆有限公司 | Avertence tensile machine |
US7552649B1 (en) * | 2008-07-29 | 2009-06-30 | Cheng Uei Precision Industry Co., Ltd. | Cable testing device |
CN104316407A (en) * | 2014-11-13 | 2015-01-28 | 江苏科技大学 | Fatigue test device and test method of steel stranded wire in bending state |
CN104374656A (en) * | 2014-08-29 | 2015-02-25 | 天津大学 | Submarine pipeline lateral moving loadtest device |
CN108037030A (en) * | 2018-02-07 | 2018-05-15 | 青岛迪玛尔海洋工程有限公司 | Testing machine for the differently curved radius testing fatigue of cable |
-
2018
- 2018-07-18 CN CN201810808716.2A patent/CN109001060A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101183061A (en) * | 2006-11-14 | 2008-05-21 | 东芝电梯株式会社 | Wire rope end connector fatigue test apparatus |
US7552649B1 (en) * | 2008-07-29 | 2009-06-30 | Cheng Uei Precision Industry Co., Ltd. | Cable testing device |
CN101393094A (en) * | 2008-10-10 | 2009-03-25 | 江阴华新钢缆有限公司 | Avertence tensile machine |
CN104374656A (en) * | 2014-08-29 | 2015-02-25 | 天津大学 | Submarine pipeline lateral moving loadtest device |
CN104316407A (en) * | 2014-11-13 | 2015-01-28 | 江苏科技大学 | Fatigue test device and test method of steel stranded wire in bending state |
CN108037030A (en) * | 2018-02-07 | 2018-05-15 | 青岛迪玛尔海洋工程有限公司 | Testing machine for the differently curved radius testing fatigue of cable |
Non-Patent Citations (1)
Title |
---|
江焕宏 等,: "填充型环氧涂层钢绞线体外索与转向器组合疲劳性能的试验研究", 《世界桥梁》 * |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111042008A (en) * | 2019-12-10 | 2020-04-21 | 柳州欧维姆结构检测技术有限公司 | Over-arch active control leveling anchoring device assembly for boom replacement and method for boom replacement |
CN115493925A (en) * | 2022-11-01 | 2022-12-20 | 安徽工业大学 | Coupling Test Device and Test Method for Tension-Torsion Corrosion Fatigue of Bridge Suspenders |
CN115493925B (en) * | 2022-11-01 | 2024-04-09 | 安徽工业大学 | Bridge suspension cable tension-torsion corrosion fatigue coupling test device and test method |
CN118961393A (en) * | 2024-07-11 | 2024-11-15 | 重庆交通大学 | A cable bending fatigue test device |
CN118961393B (en) * | 2024-07-11 | 2025-06-17 | 重庆交通大学 | A cable bending fatigue test device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN116448599B (en) | Suspension bridge main cable steel wire bending friction corrosion fatigue test device and method | |
CN109001060A (en) | A kind of drawing hoist cable pulling force width and the two-way index fatigue experimental device of anchored end corner and method | |
CN107843422B (en) | Fatigue test device and method capable of applying axial pretension | |
CN111141627B (en) | Concrete creep test loading device considering car-induced cyclic load effect | |
CN105842154B (en) | A friction test device for steel wire rope | |
CN107620260B (en) | A kind of Arch Bridge Construction cable crane pylon displacement control system and application method | |
CN101881050B (en) | Cable support node connecting device | |
CN205246367U (en) | Stranded cable machine stranded cable test device | |
CN202041399U (en) | Dead load testing device for stress of precast beam | |
CN104452595A (en) | Tensioning device for stay cable which is provided with single-lug or double-lug sleeve and can be adjusted in one direction or two directions and construction method of device | |
CN203053625U (en) | Static inhaul cable force monitoring device | |
CN201778396U (en) | Cable support node connecting device | |
CN107917785B (en) | A Concentrated Load Loading Device for Steel Beam Stability Test Based on Lever Principle | |
CN105699190B (en) | A kind of experimental rig for testing FRP cloth stress relaxation | |
CN107503527B (en) | Detachable anchorage device for prestressed carbon fiber plates | |
CN202994355U (en) | Tower crane test device for testing the tension of wire rope | |
CN111766165B (en) | Prestressed tendon fatigue-stress relaxation test method for simulating actual service state | |
CN101265750A (en) | Cable lever tensioning device | |
RU2338171C1 (en) | Device for erecting crane test | |
CN221485090U (en) | A fretting fatigue test device for bridge suspension wire | |
CN204491413U (en) | Anchoring steel strand tensioning apparatus | |
CN102515038B (en) | Manufacturing method of prestress steel wire rope row | |
CN204705469U (en) | A kind of lever loading device | |
CN212077663U (en) | A suspension bridge suspension cable replacement underpinning device | |
CN211651993U (en) | Plate girder detection device utilizing self-balancing theory |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
WD01 | Invention patent application deemed withdrawn after publication | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20181214 |