CN204151698U - T beam transverse prestress reinforcing construction - Google Patents
T beam transverse prestress reinforcing construction Download PDFInfo
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- CN204151698U CN204151698U CN201420257374.7U CN201420257374U CN204151698U CN 204151698 U CN204151698 U CN 204151698U CN 201420257374 U CN201420257374 U CN 201420257374U CN 204151698 U CN204151698 U CN 204151698U
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- beams
- prestressed
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- 230000003014 reinforcing effect Effects 0.000 title claims 2
- 238000010276 construction Methods 0.000 title description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 abstract description 8
- 239000004567 concrete Substances 0.000 abstract description 2
- 239000011150 reinforced concrete Substances 0.000 abstract description 2
- 238000009415 formwork Methods 0.000 abstract 1
- 239000011513 prestressed concrete Substances 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 1
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- Rod-Shaped Construction Members (AREA)
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Abstract
本实用新型公开了一种T梁横向预应力加固构造,属桥梁结构加固领域。主要解决T梁之间横向刚度不足问题。主要技术方案为:如附图所示,根据T梁尺寸,在T梁腹板靠近底部合适的位置打出预应力预留孔道,根据T梁截面尺寸和孔的位置计算出横梁的位置,在该位置上立模板浇筑钢筋混凝土横梁,横梁中预留预应力孔道,待混凝土强度达到要求,对其进行预应力张拉锚固,达到加强T梁间横向连接的作用。
The utility model discloses a T-beam transverse prestress reinforcement structure, which belongs to the field of bridge structure reinforcement. It mainly solves the problem of insufficient transverse rigidity between T beams. The main technical solution is: as shown in the attached figure, according to the size of the T-beam, drill a prestressed reserved hole at a suitable position near the bottom of the T-beam web, calculate the position of the beam according to the cross-sectional size of the T-beam and the position of the hole, and in this Reinforced concrete beams are poured with formwork on the position, and prestressed channels are reserved in the beams. When the strength of the concrete meets the requirements, it is prestressed and anchored to strengthen the transverse connection between T beams.
Description
技术领域technical field
本实用新型涉及一种T梁横向预应力加固构造,属桥梁加固领域。The utility model relates to a T-beam transverse prestress reinforcement structure, which belongs to the field of bridge reinforcement.
背景技术Background technique
T型梁我国七八十年代修建比较多的桥梁结构,随着时间的推移,这些已建T型梁已经有相当一部分出现了比较严重的破坏,如梁体下挠和出现较多裂缝。经济的发展,使得当今社会的物流发展迅速,各种大型化设备的运输给这些有病害的桥梁带来了极大的负担。超载车和特重车的频繁出现,对桥梁的损害极为严重,同时威胁着人们的生命财产安全。所以,对这部分桥梁的维修加固势在必行。本实用新型提出一种利用预应力横梁加固T梁的结构形式,它的特点是安全可靠,施工便捷快速,经济性好。T-beams Many bridge structures were built in my country in the 1970s and 1980s. With the passage of time, a considerable part of these T-beams have been severely damaged, such as beam deflection and many cracks. The development of the economy has led to the rapid development of logistics in today's society, and the transportation of various large-scale equipment has brought a great burden to these diseased bridges. The frequent appearance of overloaded vehicles and extra-heavy vehicles has caused serious damage to bridges and threatened the safety of people's lives and properties. Therefore, it is imperative to repair and strengthen this part of the bridge. The utility model proposes a structural form in which a prestressed beam is used to strengthen a T beam, which is characterized by safety and reliability, convenient and fast construction, and good economy.
实用新型内容Utility model content
为了加强T梁桥横向刚度,本实用新型提出了一种对桥梁进行横向预应力加固的构造,这种构造的施工便利快捷,成本极为经济。In order to strengthen the transverse rigidity of the T-beam bridge, the utility model proposes a structure for transverse prestressed reinforcement of the bridge. The construction of this structure is convenient and fast, and the cost is extremely economical.
本实用新型通过以下技术方案来实现:T梁横向预应力加固构造,在两个T梁间浇筑横梁,并使用预应力钢筋施加预应力,使得横梁处于压应力状态。通过以上步骤,加强T梁的横向连接,达到加强桥梁横向刚度,加固桥梁的目的。The utility model is realized through the following technical solutions: T-beam transverse prestressed reinforcement structure, a crossbeam is poured between two T-beams, and prestressed steel bars are used to apply prestress, so that the crossbeam is in a state of compressive stress. Through the above steps, the transverse connection of the T-beams is strengthened to achieve the purpose of strengthening the transverse stiffness of the bridge and strengthening the bridge.
附图说明Description of drawings
图1、预应力混凝土横梁加固T梁结构构造平面图Figure 1. Plan view of T-beam structure strengthened by prestressed concrete beams
图2、预应力混凝土横梁加固T梁结构构造侧面图Figure 2. Side view of the T-beam structure reinforced with prestressed concrete beams
其中:1、T梁,2、混凝土横梁,3、预应力钢筋,4、锚固螺栓。Among them: 1. T beam, 2. Concrete beam, 3. Prestressed steel bar, 4. Anchor bolt.
具体实施方式Detailed ways
下面结合附图对本实用新型做进一步详细说明:Below in conjunction with accompanying drawing, the utility model is described in further detail:
如图1、图2所示的T梁横向加固构造,根据实际T梁腹板内力分布,在距离T梁①腹板底部合适的位置打出两个预应力钢筋预留孔,并在相应位置浇筑钢筋混凝土横梁②,在横梁中间预留预应力孔道。待横梁强度达到要求后,将预应力钢筋③穿过预留孔道,并施以预应力,用锚固螺栓④将预应力钢筋锚固。如上所述,便可实现本实用新型。For the T-beam transverse reinforcement structure shown in Figure 1 and Figure 2, according to the actual internal force distribution of the T-beam web, two prestressed reinforcement holes are drilled at a suitable position from the bottom of the T-beam ① web, and poured at the corresponding position Reinforced concrete beams ②, reserve prestressed holes in the middle of the beams. After the strength of the crossbeam meets the requirements, pass the prestressed steel bar ③ through the reserved hole, and apply prestress, and use the anchor bolt ④ to anchor the prestressed steel bar. As mentioned above, the utility model can be realized.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201420257374.7U CN204151698U (en) | 2014-05-13 | 2014-05-13 | T beam transverse prestress reinforcing construction |
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CN201420257374.7U CN204151698U (en) | 2014-05-13 | 2014-05-13 | T beam transverse prestress reinforcing construction |
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CN204151698U true CN204151698U (en) | 2015-02-11 |
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CN201420257374.7U Expired - Fee Related CN204151698U (en) | 2014-05-13 | 2014-05-13 | T beam transverse prestress reinforcing construction |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104988853A (en) * | 2015-05-26 | 2015-10-21 | 上海同罡建筑工程有限公司 | Method for replacing and repairing supports |
CN106149538A (en) * | 2015-03-24 | 2016-11-23 | 郑州大学 | A kind of slab bridge |
CN107151987A (en) * | 2017-06-14 | 2017-09-12 | 沈阳建筑大学 | A kind of the oblique pull ruggedized construction and its construction method of the T-shaped rigid frame bridge of double width |
-
2014
- 2014-05-13 CN CN201420257374.7U patent/CN204151698U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106149538A (en) * | 2015-03-24 | 2016-11-23 | 郑州大学 | A kind of slab bridge |
CN104988853A (en) * | 2015-05-26 | 2015-10-21 | 上海同罡建筑工程有限公司 | Method for replacing and repairing supports |
CN104988853B (en) * | 2015-05-26 | 2016-09-07 | 上海同罡建筑工程有限公司 | Bearing replacement method for maintaining |
CN107151987A (en) * | 2017-06-14 | 2017-09-12 | 沈阳建筑大学 | A kind of the oblique pull ruggedized construction and its construction method of the T-shaped rigid frame bridge of double width |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150211 Termination date: 20150513 |
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EXPY | Termination of patent right or utility model |