WO2017211107A1 - 一种预应力钢丝绳弯剪加固混凝土t梁及其加固方法 - Google Patents

一种预应力钢丝绳弯剪加固混凝土t梁及其加固方法 Download PDF

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WO2017211107A1
WO2017211107A1 PCT/CN2017/078700 CN2017078700W WO2017211107A1 WO 2017211107 A1 WO2017211107 A1 WO 2017211107A1 CN 2017078700 W CN2017078700 W CN 2017078700W WO 2017211107 A1 WO2017211107 A1 WO 2017211107A1
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concrete
wire rope
steel
steel wire
bending
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PCT/CN2017/078700
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English (en)
French (fr)
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吴刚
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东南大学
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12—Mounting of reinforcing inserts; Prestressing
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging

Definitions

  • the invention relates to the technical field of reinforced concrete beam reinforcement, in particular to a prestressed steel wire rope bending and shearing reinforcement concrete T beam and a reinforcement method thereof.
  • Commonly used bending and shearing reinforcement techniques for existing reinforced concrete beams mainly include enlarged section method, bonded steel reinforcement method, bonded fiber composite reinforcement method, steel strand mesh-polymer mortar reinforcement method, external prestress reinforcement method, etc. .
  • the existing reinforcement methods have the following problems:
  • these reinforcement techniques increase the weight of the original component, and there is a stress hysteresis effect between the reinforcement material and the original component, and it is easy to find the peeling damage of the anchoring end, complicated construction, high cost and the like;
  • the original members are slightly insufficient in shear resistance after being flexurized and strengthened, and may be subject to shear damage. However, the original members are not sufficiently resistant to bending after being strengthened by shearing, and may be susceptible to bending damage.
  • the present invention provides a prestressed steel wire rope bending and shearing reinforced concrete T beam and a reinforcing method thereof.
  • a prestressed steel wire rope bending and reinforced concrete T beam comprises a reinforcement system disposed on a concrete T beam, and the reinforcement system comprises a steel wire rope and a plurality of anti-resistances at the bottom of the concrete T beam.
  • a horizontal slot is formed on the outer side of the web of the concrete T beam, and the length, width and depth of the slot are the same length, width and thickness of the angle steel, respectively.
  • the bottom beam angle of the concrete T beam has a chamfer, and each of the chamfers is pasted with a steel gasket matching the chamfer shape.
  • the installation angles are respectively arranged on one side of each angle steel, and are horizontally mounted on the left and right sides of the web of the concrete T beam by chemical bolts.
  • the steel wire rope bypasses the steel gasket at the bottom of the beam and the steel plate with bending resistance, the two ends pass through the ring of the adjustable bolt, and are locked by the extrusion anchor head.
  • the protection system is protective mortar.
  • a method for reinforcing a concrete T-beam by prestressed steel wire rope bending and shearing comprising the following steps:
  • Two rows of angle steels are fixed along the full length of the left and right sides of the concrete T-beam web to be reinforced; the other side of the angle steel has a row of bolt holes along its length, and several adjustable bolts with rings are arranged one by one. Correspondingly locked in the bolt holes of the angle steel;
  • the bending reinforcement is carried out by using a bonded steel method or a FRP reinforcement method on the bottom of the concrete beam to be reinforced;
  • the wire rope is taken, the steel wire rope is wound around the steel gasket and the steel plate at the bottom of the beam, the two ends pass through the ring of the adjustable bolt, and are locked by the squeeze anchor head, and then the nut of the adjustable bolt is turned on the wire rope. Tensioning to form a "U" hoop;
  • the row of bolt holes of the two rows of angle steels are equally spaced, and the two rows of bolt holes are arranged correspondingly one by one; the other side of the two rows of angle steels are installed along the length direction thereof. Holes are fixed to the top of the sides of the web by chemical bolting.
  • step A a plurality of adjustable bolts are respectively locked one by one on the bolt holes of the angle steel, and one end of the adjustable bolt with the ring is disposed downward, and a nut is screwed on the angle steel, during the reinforcement process. Pre-stress the wire rope by turning the nut on the adjustable bolt up.
  • step A the two rows of angle steel should be cut off at the top of the concentrated T-beam and the maximum bending moment at the mid-span; the angle between the bolts in the bending and shearing zone near the end of the concrete T-beam is tight, and the concrete T
  • the bolt holes in the angled section of the beam span are relatively sparse.
  • the surface treatment of the concrete beam is performed; the chamfering treatment is performed at the corresponding position of the left and right beam angles at the lower end; two rows of horizontal notches are opened along the entire length of the beam at the position of the concrete T beam near the top of the web for
  • the position of the fixed angle steel, the length, width and depth of the notch are respectively the length, width and thickness of the angled mounting edge, and the notch depth does not pass through the web concrete protective layer.
  • step B the bottom beam angle of the concrete T beam has a chamfer and the steel shim matches the chamfer shape.
  • step F the protection system uses a common protective mortar.
  • a prestressed steel wire rope bending and shearing reinforcing concrete T beam and a reinforcing method thereof have the following beneficial effects:
  • Prestressing is applied to the steel wire rope, which can effectively avoid the stress hysteresis effect and improve the reinforcing effect;
  • the prestressed steel wire rope arranged in the middle can make the steel plate (or FRP plate) at the bottom of the concrete T beam fit tightly with the bottom of the beam, so as to avoid premature shearing of the beam end steel plate (or FRP plate) after the bending crack occurs in the span. Cut and peel
  • Figure 1 is a front view of the present invention
  • Figure 2 is a cross-sectional view taken along line A-A of Figure 1;
  • Figure 3 is a front elevational view of the present invention for beam closed reinforcement
  • Figure 4 is a cross-sectional view taken along line B-B of Figure 3;
  • 1-angle steel 2-adjustable bolt; 21-ring; 3-steel gasket; 31-chamfer; 4-wire rope; 5-extrusion anchor head; 6-chemical bolt; 61-screw; - nut; 8-steel; L-concrete beam.
  • a prestressed steel wire rope bending and shearing reinforcement concrete T beam comprises a reinforcement system arranged on a concrete T beam.
  • the reinforcement system comprises a steel wire rope 4 and a bending resistant steel plate installed at the bottom of the concrete T beam L 8 and a plurality of angle steels 1 fixed horizontally on both sides of the web of the concrete T-beam L.
  • each angle steel 1 On the other side of each angle steel 1, a plurality of bolt holes are opened along the length direction thereof, and adjustable bolts 2 are arranged in each bolt hole, and the adjustable One end of the bolt 2 is provided with a ring 21, and after the wire rope 4 is wound around the bottom of the beam, the two ends respectively pass through the corresponding ring 21 and are tensioned, and a protection system is further disposed outside the reinforcing system.
  • the outer side of the web of the concrete T beam L is opened with a horizontal notch having the same length, width and depth as the length, width and thickness of the angle steel 1, respectively.
  • the bottom beam angle of the concrete T-beam L has a chamfer 31, and a steel spacer 3 matching the chamfer shape is attached to each chamfer 31.
  • Each of the angle steels 1 has mounting holes on one side thereof and is horizontally mounted on the left and right sides of the web of the concrete T-beam L by chemical bolts 6.
  • the wire rope 4 is wound around the steel spacer 3 and the bending-resistant reinforcing steel plate 8 at the bottom of the beam, and both ends pass through the ring 21 of the adjustable bolt, and are locked by the pressing anchor head 5.
  • the protective system is a protective mortar and is sprayed.
  • the present invention can also be applied to beam closed reinforcement.
  • the reinforcement system includes a steel wire rope 4, a bending-resistant reinforcing steel plate 8 installed at the bottom of the concrete beam L, and a plurality of angle steels horizontally fixed to the center of the concrete beam beam top. 1.
  • a plurality of bolt holes are arranged along the longitudinal direction thereof, and adjustable bolts 2 are arranged in each bolt hole, and a ring 21 is arranged at one end of the adjustable bolt 2, and the two ends of the wire rope 4 are wound around the beam They are respectively passed through the corresponding ring 21 and tensioned, and a protection system is also arranged outside the reinforcement system.
  • the beam top portion of the concrete beam L is opened with a horizontal slot, the length, width and depth of the slot are the same as the length, width and thickness of the angle steel 1, respectively.
  • the four beam angles of the concrete beam L are ground to a chamfer 31, and each of the chamfers 31 is pasted with a steel spacer 3 matching the chamfer shape. Opening on each side of each angle 1
  • the wire rope 4 bypasses the steel gasket 3 and the bending-resistant reinforcing steel plate 8, and both ends pass through the ring 21 of the adjustable bolt, and are locked by the crushing anchor head 5.
  • the protective system is a protective mortar and is sprayed. Specific construction steps can be referred to the present invention for concrete T-beam reinforcement.
  • the invention also provides a method for reinforcing a concrete T-beam of a prestressed steel wire rope bending and shearing reinforcement, comprising the following steps:
  • Two rows of angle steels 1 are fixed along the full length of the left and right sides of the web of the T-beams to be reinforced.
  • the other side of the angle steel 1 has a row of bolt holes along its length, and several rows of rings are adjustable.
  • the bolts 2 are locked one by one in the bolt holes of the angle steel 1;
  • the bottom of the beam is strengthened by bending method or bonded FRP reinforcement method
  • the wire rope 4 is taken according to the required length, the steel wire rope 4 is passed around the steel gasket 3 and the beam bottom reinforcing steel plate 8, the two ends are passed through the ring 21 of the adjustable bolt 2, and locked by the crushing anchor head 5, and then rotated.
  • the nut 7 of the adjustable bolt 2 pulls the wire rope 4 to form a "U" type hoop;
  • step A the respective rows of bolt holes of the two rows of angle steels 1 are equally spaced, and the two rows of bolt holes are arranged correspondingly one by one; the other side of the two rows of angle steels 1 are installed in a row along the length direction thereof. Holes are fixed to the top of the sides of the web by chemical bolting.
  • step A a plurality of adjustable bolts 2 are respectively locked one by one on the bolt holes of the angle steel 1, and one end of the adjustable bolt 2 with the ring 21 is disposed downward, and a nut 7 is arranged above the angle steel 1 in The wire rope 4 can be prestressed by tightening the nut 7 on the adjustable bolt 2 during the reinforcement process.
  • step A the two rows of angle steel 1 should be cut off at the top of the concentrated T-beam L and the maximum bending moment; the spacing between the bolts of the angle 1 near the L-beam end of the concrete T-beam is higher.
  • the density of the angled steel bolt holes in the curved section of the concrete T-beam L span is relatively sparse.
  • the surface treatment of the concrete T-beam L can be carried out; the chamfering treatment is carried out at the corresponding position of the left and right beam angles at the lower end; two rows of horizontal grooves are opened along the entire length of the beam at the position of the concrete T-beam L near the top of the web.
  • the mouth is used to fix the position of the angle steel 1, the length, the width and the depth of the notch are respectively the length, the width and the thickness of the angled steel installation side, and the notch depth does not pass through the web concrete protection layer.
  • step B the bottom beam angle of the concrete T-beam L has a chamfer 31, and the steel shim 3 matches the shape of the chamfer 31.
  • step F the protective system uses ordinary protective mortar and is sprayed.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
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  • Reinforcement Elements For Buildings (AREA)

Abstract

一种预应力钢丝绳弯剪加固混凝土T梁（L），包括设于混凝土T梁（L）上的加固系统，加固系统包括钢丝绳（4）、多个设于混凝土T梁（L）底部的抗弯加固钢板（8）以及水平固定于混凝土T梁（L）腹板两侧的多条角钢（1），在各条角钢（1）的另一边沿其长度方向开设有多个螺栓孔，各螺栓孔内设置可调螺栓（2），可调螺栓（2）一端设置圆环（21），钢丝绳（4）绕过梁底后，两端分别穿过对应的圆环（21）并张紧，加固系统外侧还设有防护系统。该混凝土T梁（L）无需增加自重，抗弯剪承载力高。

Description

一种预应力钢丝绳弯剪加固混凝土T梁及其加固方法 技术领域
本发明涉及钢筋混凝土梁加固技术领域，具体是一种预应力钢丝绳弯剪加固混凝土T梁及其加固方法。
背景技术
随时间发展，房屋、桥梁等建筑物由于设计理论不完善、材料老化、负荷超载、施工质量缺陷、结构部分损坏、使用功能改变等原因，维修加固问题日益突出。现有钢筋混凝土梁常用的抗弯抗剪加固技术主要有增大截面法、粘钢加固法、粘贴纤维复合材料加固法、钢绞线网片-聚合物砂浆加固法、体外预应力加固法等。
现有加固方法存在以下问题：
就单种加固技术来说，这些加固技术有增大原构件自重，加固材料与原有构件间存在应力滞后效应，容易发现锚固端的剥离破坏，施工复杂，成本高等缺陷；
原有构件通过抗弯加固后其抗剪性能稍显不足，可能易发生受剪破坏，而原有构件通过抗剪加固后其抗弯性能亦不足，可能易发生受弯破坏。
发明内容
发明目的：为了克服现有技术中存在的不足，本发明提供一种预应力钢丝绳弯剪加固混凝土T梁及其加固方法。
技术方案：为解决上述技术问题，本发明的一种预应力钢丝绳弯剪加固混凝土T梁，包括设于混凝土T梁上的加固系统，加固系统包括钢丝绳、多个设于混凝土T梁底部的抗弯加固钢板以及水平固定于混凝土T梁腹板两侧的多条角钢，在各条角钢的另一边沿其长度方向开设有多个螺栓孔，各螺栓孔内设置可调螺栓，可调螺栓一端设置圆环，钢丝绳绕过梁底后，两端分别穿过对应的圆环并张紧，加固系统外侧还设有防护系统。
其中，混凝土T梁的腹板外侧开设一条水平向槽口，该槽口长度、宽度及深度分别为角钢的长度、宽度和厚度相同。
其中，混凝土T梁底部梁角具有倒角，各个倒角处粘贴与该倒角形状相匹配的钢垫片。
其中，各个角钢的一边上各开设有安装孔，并通过化学螺栓水平安装于混凝土T梁腹板左右两侧。
其中，钢丝绳绕过梁底的钢垫片和抗弯加固钢板，两端穿过可调螺栓的圆环，并用挤压锚头锁住。
其中，防护系统为防护砂浆。
一种预应力钢丝绳弯剪加固混凝土T梁的加固方法，包括以下步骤：
A、在待加固混凝土T梁腹板左右侧水平向沿全长固定两排角钢；角钢的另一边上沿其长度方向各开设有一排螺栓孔，若干条设有圆环的可调螺栓一一相应地锁设在角钢的螺栓孔内；
B、在待加固混凝土T梁梁底两侧沿全长粘贴形状匹配的钢垫片；
C、在待加固混凝土T梁梁底用粘钢法或粘贴FRP加固法进行抗弯加固；
D、根据所需长度截取钢丝绳，将钢丝绳绕过钢垫片和梁底加固钢板，两端穿过可调螺栓的圆环，并用挤压锚头锁住，然后转动可调螺栓的螺母对钢丝绳进行张拉，形成“U”型箍；
E、在加固系统外侧覆盖加固系统。
在步骤A中，两排角钢的各自的一排螺栓孔呈等间距分布，该两排螺栓孔左右一一正对应设置；所述两排角钢的另一边上沿其长度方向各开设一排安装孔，并通过化学螺栓锚固法将其水平固装在腹板两侧的顶部。
在步骤A中，若干可调螺栓分别一一对应锁设在角钢的螺栓孔上，各可调螺栓的带圆环的一端朝下设置，并在角钢上方螺设一螺母，在加固过程中可通过向上拧转可调螺栓上的螺母对钢丝绳施加预应力。
在步骤A中，两排角钢在混凝土T梁顶部集中受力处及跨中弯矩最大处应进行截断处理；靠近混凝土T梁梁端的弯剪区的角钢开设的螺栓孔间距较密，混凝土T梁跨中受弯段的角钢开设的螺栓孔间距较疏。
在所述步骤A之前，对混凝土梁实施表层处理；在下端的左右梁角的相应位置实施倒角处理；在混凝土T梁靠近腹板顶部的位置沿梁全长左右开设两排水平向槽口用于固定角钢的位置，该槽口长度、宽度及深度分别为角钢安装边的长度、宽度和厚度，且槽口深度不穿过腹板混凝土保护层。
在步骤B中，混凝土T梁底部梁角具有倒角，钢垫片与倒角形状相匹配。
在步骤F中，所述的防护系统采用普通防护砂浆。
有益效果：本发明的一种预应力钢丝绳弯剪加固混凝土T梁及其加固方法，具有以下有益效果：
1、加固中通过可调螺栓对钢丝绳施加预应力，无需采用特制张拉器材，施工便捷，大大提高了施工效率；
2、对钢丝绳施加了预应力，可以有效避免应力滞后效应，提高加固效果；
3、将抗弯加固和抗剪加固有效结合起来，提高梁混凝土T梁的整体承载力；
4、巧妙利用钢丝绳的预应力对混凝土T梁梁底的钢板(或FRP板)进行端部加强 锚固，可避免加固钢板(或FRP板)因端部锚固长度不够引起的剥离破坏；
5、跨中布置的预应力钢丝绳能使混凝土T梁底部钢板(或FRP板)与梁底紧紧贴合，可避免跨中出现弯曲裂缝后，梁端钢板(或FRP板)过早发生剪切剥离；
6、施工成本较低，施工简单方便，对结构自重影响小，具有优良的结构性能和经济效益。
附图说明
图1为本发明的主视图；
图2为图1中A-A向剖视图；
图3为本发明用于梁闭合式加固的主视图；
图4为图3种B-B向剖视图；
图中，1-角钢；2-可调螺栓；21-圆环；3-钢垫片；31-倒角；4-钢丝绳；5-挤压锚头；6-化学螺栓；61-螺杆；7-螺母；8-钢板；L-混凝土梁。
具体实施方式
下面结合附图对本发明作更进一步的说明。
如图1、图2所示的一种预应力钢丝绳弯剪加固混凝土T梁，包括设于混凝土T梁上的加固系统，加固系统包括钢丝绳4、安装在混凝土T梁L底部的抗弯加固钢板8以及水平固定于混凝土T梁L腹板两侧的多条角钢1，在各条角钢1的另一边沿其长度方向开设有多个螺栓孔，各螺栓孔内设置可调螺栓2，可调螺栓2一端设置圆环21，钢丝绳4绕过梁底后，两端分别穿过对应的圆环21并张紧，加固系统外侧还设置有防护系统。混凝土T梁L的腹板外侧开一条水平向槽口，该槽口长度、宽度及深度分别与角钢1的长度、宽度和厚度相同。混凝土T梁L底部梁角具有倒角31，各个倒角31处粘贴与该倒角形状相匹配的钢垫片3。各个角钢1的一边上各开有安装孔，并通过化学螺栓6水平安装于混凝土T梁L腹板左右两侧。钢丝绳4绕过梁底的钢垫片3和抗弯加固钢板8，两端穿过可调螺栓的圆环21，并用挤压锚头5锁住。防护系统为防护砂浆，采用喷射法进行施工。
如图3、图4所示，本发明亦可用于梁闭合式加固，加固系统包括钢丝绳4、安装在混凝土梁L底部的抗弯加固钢板8以及水平固定于混凝土梁梁顶中央的多条角钢1，在各条角钢1的另一边沿其长度方向开设有多个螺栓孔，各螺栓孔内设置可调螺栓2，可调螺栓2一端设置圆环21，钢丝绳4绕过梁后，两端分别穿过对应的圆环21并张紧，加固系统外侧还设置有防护系统。混凝土梁L的梁顶定部开一条水平向槽口，该槽口长度、宽度及深度分别与角钢1的长度、宽度和厚度相同。混凝土梁L四个梁角打磨出倒角31，各个倒角31处粘贴与该倒角形状相匹配的钢垫片3。各个角钢1的一边上各开 有安装孔，并通过化学螺栓6安装于混凝土梁顶部。钢丝绳4绕过钢垫片3和抗弯加固钢板8，两端穿过可调螺栓的圆环21，并用挤压锚头5锁住。防护系统为防护砂浆，采用喷射法进行施工。具体施工步骤可参考本发明用于混凝土T梁加固。
本发明还提供了一种预应力钢丝绳弯剪加固混凝土T梁的加固方法，包括以下步骤：
A、在待加固混凝土T梁L腹板左右侧水平向沿全长固定两排角钢1；角钢1的另一边上沿其长度方向各开有一排螺栓孔，若干条设有圆环的可调螺栓2一一相应地锁在角钢1的螺栓孔内；
B、在待加固混凝土T梁L梁底两侧沿全长粘贴形状匹配的钢垫片3；
C、在待加固混凝土T梁L梁底用粘钢法或粘贴FRP加固法进行抗弯加固；
D、根据所需长度截取钢丝绳4，将钢丝绳4绕过钢垫片3和梁底加固钢板8，两端穿过可调螺栓2的圆环21，并用挤压锚头5锁住，然后转动可调螺栓2的螺母7对钢丝绳4进行张拉，形成“U”型箍；
E、在加固系统外侧覆盖防护系统。
在步骤A中，两排角钢1的各自的一排螺栓孔呈等间距分布，该两排螺栓孔左右一一正对应设置；两排角钢1的另一边上沿其长度方向各开一排安装孔，并通过化学螺栓锚固法将其水平固装在腹板两侧的顶部。
在步骤A中，若干可调螺栓2分别一一对应锁在角钢1的螺栓孔上，各可调螺栓2的带圆环21的一端朝下设置，并在角钢1上方设置一螺母7，在加固过程中可通过向上拧转可调螺栓2上的螺母7对钢丝绳4施加预应力。
在步骤A中，两排角钢1在混凝土T梁L顶部集中受力处及跨中弯矩最大处应进行截断处理；靠近混凝土T梁L梁端的弯剪区的角钢1开的螺栓孔间距较密，混凝土T梁L跨中受弯段的角钢开螺栓孔间距较疏。
在进行步骤A之前，可对混凝土T梁L实施表层处理；在下端的左右梁角的相应位置实施倒角处理；在混凝土T梁L靠近腹板顶部的位置沿梁全长左右开两排水平向槽口用于固定角钢1的位置，该槽口长度、宽度及深度分别为角钢安装边的长度、宽度和厚度，且槽口深度不穿过腹板混凝土保护层。
在步骤B中，混凝土T梁L底部梁角具有倒角31，钢垫片3与倒角31形状相匹配。
在步骤F中，防护系统采用普通防护砂浆，并采用喷射法进行施工。
以上所述仅是本发明的优选实施方式，应当指出：对于本技术领域的普通技术人员来说，在不脱离本发明原理的前提下，还可以做出若干改进和润饰，这些改进和润饰也应视为本发明的保护范围。

Claims (7)

  1. 一种预应力钢丝绳弯剪加固混凝土T梁，其特征在于：包括设于混凝土T梁上的加固系统，加固系统包括钢丝绳、多个设于混凝土T梁底部的抗弯加固钢板以及水平固定于混凝土T梁腹板两侧的多条角钢，在各条角钢的另一边沿其长度方向开设有多个螺栓孔，各螺栓孔内设置可调螺栓，可调螺栓一端设置圆环，钢丝绳绕过梁底后，两端分别穿过对应的圆环并张紧，加固系统外侧还设有防护系统。
  2. 根据权利要求1所述的预应力钢丝绳弯剪加固混凝土T梁，其特征在于：其中，混凝土T梁的腹板外侧开设一条水平向槽口，该槽口长度、宽度及深度分别为角钢的长度、宽度和厚度相同。
  3. 根据权利要求1所述的预应力钢丝绳弯剪加固混凝土T梁，其特征在于：其中，混凝土T梁底部梁角具有倒角，各个倒角处粘贴与该倒角形状相匹配的钢垫片。
  4. 根据权利要求1所述的预应力钢丝绳弯剪加固混凝土T梁，其特征在于：其中，各个角钢的一边上各开设有安装孔，并通过化学螺栓水平安装于混凝土T梁腹板左右两侧。
  5. 根据权利要求3所述的预应力钢丝绳弯剪加固混凝土T梁，其特征在于：其中，钢丝绳绕过梁底的钢垫片和抗弯加固钢板，两端穿过可调螺栓的圆环，并用挤压锚头锁住。
  6. 根据权利要求1所述的预应力钢丝绳弯剪加固混凝土T梁，其特征在于：其中，防护系统为防护砂浆。
  7. 一种权利要求1-6任一项所述预应力钢丝绳弯剪加固混凝土T梁的加固方法，其特征在于，包括以下步骤：
    A、在待加固混凝土T梁腹板左右侧水平向沿全长固定两排角钢；角钢的另一边上沿其长度方向各开设有一排螺栓孔，若干条设有圆环的可调螺栓一一相应地锁设在角钢的螺栓孔内；
    B、在待加固混凝土T梁梁底两侧沿全长粘贴形状匹配的钢垫片；
    C、在待加固混凝土T梁梁底用粘钢法或粘贴FRP加固法进行抗弯加固；
    D、根据所需长度截取钢丝绳，将钢丝绳绕过钢垫片和梁底加固钢板，两端穿过可调螺栓的圆环，并用挤压锚头锁住，然后转动可调螺栓的螺母对钢丝绳进行张拉，形成“U”型箍；
    E、在加固系统外侧覆盖加固系统。
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