WO2019068231A1 - Cast-in-place tooling for polyurethane elastomer expansion joint of railway bridge - Google Patents
Cast-in-place tooling for polyurethane elastomer expansion joint of railway bridge Download PDFInfo
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- WO2019068231A1 WO2019068231A1 PCT/CN2017/105287 CN2017105287W WO2019068231A1 WO 2019068231 A1 WO2019068231 A1 WO 2019068231A1 CN 2017105287 W CN2017105287 W CN 2017105287W WO 2019068231 A1 WO2019068231 A1 WO 2019068231A1
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- WIPO (PCT)
- Prior art keywords
- airbag
- expansion joint
- air
- air bag
- tooling
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/06—Arrangement, construction or bridging of expansion joints
Definitions
- the utility model relates to a cast-in-place tooling for a polyurethane elastic expansion joint of a railway bridge.
- the expansion joint of railway concrete bridge is an important part of the overall waterproofing of the bridge deck and the expansion of the structure. It is directly related to the effectiveness of the bridge waterproof system and the durability of the structure.
- China's ordinary railway concrete bridge beam joints are mostly covered with steel or concrete cover plates, and high-speed railway concrete bridge beams are generally used with rubber waterstop expansion joints. Due to the difficulty in construction of rubber waterstops, it is easy to cause the rubber strips to be not firmly embedded. , or due to poor installation accuracy control, it is easy to cause staggered, torsion and other phenomena, resulting in deformation of the expansion joint, seriously affecting the quality of the expansion joint drainage. When the expansion joint strip falls off and the function is lost, the rail system needs to be raised.
- the replacement repair process is complicated and cannot be replaced. At the same time, it is easy to accumulate garbage and block the drainage path. The accumulation of water in the northern winter passage also causes poor drainage.
- the elastic expansion joint consists of three parts: the primer coating, the elastic body, and the top coating. It can be used for casting and forming the bottom support, the liner (backing and end lining) for supporting and forming the mold for auxiliary casting.
- the underlay is located at the bottom of the elastomeric expansion joint and the end lining is at the end of the beam joint.
- the bottom lining is a door type structure. Before the construction, the beam body or the water stop must be stepped to create a footing point of the bottom edge of the bottom door, and the level and flatness of the landing point are extremely high, otherwise the lining is required. It is necessary to distort.
- the on-site construction of the lining has a certain supporting capacity, and its rigidity is relatively large. After the elastomer material is poured, the lining continues to remain at the bottom of the elastic expansion joint, and the beam ends are stretched in the last hundred years of operation. After twenty or thirty years, she fell off and lost.
- the utility model adopts an air bag as a mold for molding an elastic body expansion joint, and functions as a positioning molding.
- the principle is simple, the structure is concise, the construction is safe and fast, the components are light, the process is simplified, the auxiliary materials are few, the materials are saved, the work efficiency is high, the practicability is strong, and the utility model is beneficial to the use of the turnover and the reverse operation, and the above problems are successfully solved.
- the technical problem to be solved by the utility model is: providing a railway bridge polyurethane elastic expansion joint on-site pouring tooling, to simplify the steps of cutting steps in the existing process, and the difficulty of installing the arc-shaped lining, and improving the tooling Practicality and productivity. And overcome the problem of distortion of the underlay, difficulty in removal, falling, falling off, etc.
- the technical solution adopted by the utility model to solve the technical problem is: designing a railway bridge polyurethane elastic expansion joint on-site pouring tooling, including airbag, inflation valve, air pump, air pressure gauge, end lining, stopper, airbag An air-filled valve is arranged on the air pipe; the air pressure gauge is installed on the air pipe of the air pump; the end lining and the baffle are installed on the upper part of the airbag at the beam beam end; the airbag cut surface is a long capsule type, and the upper and lower sides are round end type, the length of the cut surface Not less than 45cm, the maximum width after inflation and expansion is not less than 16cm; the length of the airbag is not less than the length of the beam of the box girder; the airbag is made of rubber and has a thickness of not less than 6mm; the airbag is covered with a plastic film to improve the airbag The service life and the separation of the partition and the elastic body; the inflatable valve is installed at both ends of the longitudinal direction of the airbag, the upper end
- the stopper functions as a positioning and setting, and is a wooden block having a width of 10 cm, a height of 10 cm, and a length of 20 cm, and is covered with a plastic film to facilitate demolding.
- the airbag should be tested for inflating air tightness or water tightness before use. When the airtightness test is carried out, the air pressure drops by no more than 0.03kg/m 2 after 2 hours; the airbag is stored after being deflated, and is rolled and rolled from one end. The inflating valve is exposed to the airbag to prevent the puncture of the airbag or damage to the inflation valve.
- the utility model invents a set of airbag method tool for high-speed railway polyurethane elastomer expansion joint construction by using airbag, inflation valve, air pump, air pressure gauge, end lining and baffle, and overcomes high-speed railway concrete bridge It is difficult to use the rubber water stop expansion joint between the beams, which is easy to cause the rubber strip to be embedded. Pegs, misalignment, and distortion.
- the inflated airbag is used as an auxiliary expansion molding mold for the elastic expansion joint.
- the support force generated by the tight air pressure between the side of the airbag and the beam supports the weight of the elastic body.
- the lower arc structure of the elastic expansion joint is shaped by the structural section of the round end shape of the airbag.
- the plastic film wrapped by the airbag blocks the adhesion of the elastomer to the rubber of the airbag.
- the airbag is deflated, the mold naturally falls off, and the installation and removal are very convenient. It has achieved the steps of simplifying the steps in the existing process, and the difficulty of installing the arc-shaped lining, improving the practicability and work efficiency of the polyurethane elastomer expansion joint construction.
- the principle is simple, the structure is concise, the construction is safe and fast, and the components are light.
- the process is simplified, the auxiliary materials are less, the materials are saved, the work efficiency is high, the utility is strong, and the utility model is beneficial to the use of the turnover and the back-transport, and can fundamentally solve the problem that the base lining is twisted, the installation is difficult, the drop is easy, and the fall off.
- FIG. 1 is a front view of a cast-in-place tooling of a polyurethane bridge expansion joint of a railway bridge according to the present invention.
- FIG. 2 is a front view of a cast-in-place tooling of a polyurethane bridge expansion joint of a railway bridge of the present invention.
- the utility model relates to a railway bridge polyurethane elastic expansion joint on-site pouring tool, which comprises an air bag 3, an inflation valve 5, an air pump 6, a barometer 7, an end liner 8, and a stopper 9.
- the airbag is provided with an inflation valve 5; the air pressure gauge 7 is mounted on the air duct of the air pump 6; the airbag 3 is covered with a plastic film; the end liner 8 and the baffle 9 are mounted on the upper part of the airbag at the end of the beam beam;
- the airbag 3 has a long capsule shape and a round end shape, the length of the cut surface is not less than 45 cm, and the maximum width after inflation and expansion is not less than 16 cm; the length of the airbag 3 is not less than the length of the beam of the box girder;
- the rubber material has a thickness of not less than 6 mm; the airbag 3 is covered with a plastic film to improve the service life of the airbag and the adhesion of the partition to the elastic body; the inflation valve 5 is installed at both ends
- the end liner 8 is a lower semi-circular plastic wedge block, which is wrapped with a plastic film to facilitate demoulding.
- the block 9 functions as a positioning and setting body, and is a wooden block having a width of 10 cm, a height of 10 cm and a length of 20 cm, and is covered with a plastic film to facilitate demolding.
- the airbag 3 is to be subjected to an airtightness test or a watertightness test before use. When the airtightness test is performed, the air pressure drop is not more than 0.03 kg/m2.
- the air bag 3 is deflated and stored, and is rolled up from the beginning of the air bag 3; the inflation valve 5 is not required to be exposed in the air bag 3 to prevent the air bag 3 from being pierced and the inflation valve 5 from being damaged.
- the surface of the concrete beam end concrete structure to be constructed shall be inspected and accepted.
- the surface of the concrete structure shall be compact and uniform, the color shall be uniform, and there shall be no exposed ribs, honeycombs, holes, loose, pockmarks and missing edges. Defects such as corners.
- the surface of the concrete structure is loose and easy to peel off, it should be reworked and reworked. Otherwise, the elastic expansion joint will fall off due to long-term sun and rain, beam expansion and other reasons, resulting in waterproof failure between the joints.
- the airbag 3 having a length of not less than 45 cm and a longitudinal length of not less than the length of the beam of the box girder is inflated and used as a mold for molding the auxiliary polyurethane elastomer 4, and functions as a positioning molding. This improves the construction efficiency of the polyurethane elastomer expansion joint.
- the water level gauge is used to measure the top elevation of the water block 2, and the lowest point of the top surface of the concrete structure is found, which is used as the drainage point of the waterproof system in the future.
- the airbag 3 is placed between the beam ends of the beam before being inflated by 4 to 5 people for preliminary placement, and one person is measured to measure the top surface elevation, according to the design requirements of the elastic body "door" type
- the thinnest part shall not be less than 2/lOxW (W is the measured joint width).
- the airbag 3 is inflated by the port on the air duct on the air pump 6 docking with the inflation valve 5 on the airbag 3, and when the airbag 3 is slightly in contact with the beam gap, the barometer 7 reading is displayed at 0.18 to 0.2 kg/cm. 2 ⁇ , stop the inflation, the worker releases the airbag 3, and the airbag 3 will rely on the inflation to the support of the concrete between the beam 1 and the water stop 2 to support the weight of the beam.
- a vertical ruler is placed on the top surface of the airbag 3 to measure the top surface of the arc arch, and the final precise positioning of the airbag 3 is performed.
- the precise positioning method is that when the elevation of the arc dome surface of the airbag 3 is higher than the design elevation, the wooden strip is pressed with 5 C mx 5 cm; when the elevation of the arc dome of the airbag 3 is lower than that of the airbag 3 Design elevation ⁇ , using airbag 3 The other end of the inflation valve 5 is deflated, and the worker lifts the airbag 3 again to perform the elevation adjustment.
- the airbag 3 is placed between the end beams of the beam, and the inflation valve 5 should be placed on the top surface of the cut surface to facilitate charging and discharging.
- the barometer 7 has a range of not less than 2 kg/cm 2 ; after the airbag 3 is accurately positioned, the air pressure in the air bag 3 should be in the range of 0.8 to 1.2 kg/cm 2 .
- a plastic wedge-shaped end lining 8 having a semi-circular lower portion is installed at the beam end, and the end lining 8 is added in the cable slot A wall between the beam gaps, and the outer wrapping is A layer of plastic film is secured by a wedge-shaped block.
- the block 9 is mounted on the inner side for its plastic positioning function, and the bottom surface thereof is a drainage top surface of the elastic expansion joint of the pseudo-casting body, and the material is a wooden block with a width of 10 cm, a height of 10 cm and a length of 20 cm, and is covered with a plastic film for profit. Demolished.
- the end water retaining block provided at the both ends of the water retaining station 2 of the elastic expansion joint 4 should be poured between the main body of the elastic expansion joint 4 for 30 min to 50 min.
- the plastic film wrapped by the airbag 3 blocks the adhesion of the elastic body 4 and the rubber of the airbag 3, and after the strength of the elastic expansion joint reaches the designed demoulding strength, the gas is vented through the inflation valve 5 at both ends of the airbag 3, and the mold is vented.
- Naturally shedding, installation and removal are very convenient.
- the utility model utilizes an air bag 3, an inflation valve 5, an air pump 6, a barometer 7, an end lining 8, and a stopper 9, and the air bag is provided with an inflation valve 5; the air pressure gauge 7 is installed on the air pipe of the air pump 6.
- the airbag 3 is covered with a plastic film; the end liner 8 and the baffle 9 are mounted on the upper part of the airbag and the end of the beam.
- the purpose of realizing the construction of high-speed railway polyurethane elastomer expansion joints is to simplify the steps of cutting the steps in the existing process and to make the arc-shaped lining difficult, and improve the practicability and work efficiency of the polyurethane elastomer expansion joint construction.
- Simple, simple structure, safe and fast construction, light weight components, simplified process, less auxiliary materials, saving materials, high work efficiency, practicality, conducive to turnover and back-up, can fundamentally solve the distortion and disassembly of the underlay Difficult, easy to fall, fall off problems.
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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Disclosed is cast-in-place tooling for a polyurethane elastomer expansion joint of a railway bridge, the tooling comprising: an air bag (3), an inflation valve (5), an inflation pump (6), an air pressure meter (7), end gaskets (8) and stoppers (9), wherein the air bag (3) is provided with the inflation valve (5); the air pressure meter (7) is mounted at a ventilation pipe of the inflation pump (6); the air bag (3) is covered with a layer of plastic film; and the end gaskets (8) and the stoppers (9) are mounted at an upper portion of the air bag (3) and at two ends of a bridge joint. The tooling innovates a construction process for high-speed railway expansion joints, and improves the working efficiency of elastomer expansion joint construction.
Description
发明名称:一种铁路桥梁聚氨酯弹性体伸缩缝现场浇筑工装 技术领域 Title of Invention: A railway bridge polyurethane elastomer expansion joint on-site pouring tooling
[0001] 本实用新型涉及一种铁路桥梁聚氨酯弹性体伸缩缝现场浇筑工装。 [0001] The utility model relates to a cast-in-place tooling for a polyurethane elastic expansion joint of a railway bridge.
背景技术 Background technique
[0002] 铁路混凝土桥梁伸缩缝是桥面整体防水和适应结构伸缩的重要组成部分, 直接 关系到桥梁防水体系的有效性和结构的耐久性。 我国普通铁路混凝土桥梁梁缝 多采用钢或混凝土盖板覆盖挡砟, 高速铁路混凝土桥梁梁间普遍采用橡胶止水 带伸缩缝, 由于橡胶止水带施工难度大, 容易造成橡胶条嵌固不牢, 或因安装 精度控制不好, 极易造成错台、 扭转等现象, 导致伸缩缝变形, 严重影响伸缩 缝防排水质量。 当伸缩缝胶条脱落, 功能丧失吋, 需抬高轨道系统, 更换维修 工艺复杂, 无法更换。 同吋容易积存垃圾, 堵塞排水路径, 北方冬季通道内积 水结冰也造成了排水不畅。 根据铁路桥梁伸缩缝的应用现状, 结合铁路桥梁的 结构和运营特点, 铁科院等机构研制桥梁伸缩装置, 幵发处弹性体伸缩缝, 近 多年试验、 使用, 效果良好。 弹性体伸缩缝由底涂、 弹性体伸缩本体、 面涂三 部分组成, 可当前施工吋为浇筑成型需安装底托、 衬垫 (底衬和端衬) 进行支 撑和作为辅助浇筑成型的模具。 其底衬位于弹性体伸缩缝底部, 端衬位于梁缝 梁端。 底衬是个门型结构, 施工前必须对梁体或挡水台进行削台阶处理, 创造 一个底衬的门下缘的落脚点, 且对该落脚点的水平、 平整度要求极高, 否则底 衬就要扭曲。 且现场施工吋底衬因具有一定的支撑能力, 其刚度较大, 弹性体 材料浇筑成型后底衬继续保留在弹性体伸缩缝底部, 在运营的上百年吋间内跟 随梁端伸缩, 可能会在二三十年后脱落、 掉块。 为解决上述问题, 确有必要提 供一种高速铁路聚氨酯弹性体伸缩缝气囊施工工装, 以克服现有技术中所述缺 点。 本实用新型采用气囊作为辅助弹性体伸缩缝浇筑成型的模具, 起定位成型 的作用。 原理简单、 结构简明、 施工安全、 快捷, 构件轻便, 简化了工序, 辅 助材料少, 用料节省, 工作效率高, 实用性强, 利于周转使用和倒运, 成功解 决了上述问题。
技术问题 [0002] The expansion joint of railway concrete bridge is an important part of the overall waterproofing of the bridge deck and the expansion of the structure. It is directly related to the effectiveness of the bridge waterproof system and the durability of the structure. China's ordinary railway concrete bridge beam joints are mostly covered with steel or concrete cover plates, and high-speed railway concrete bridge beams are generally used with rubber waterstop expansion joints. Due to the difficulty in construction of rubber waterstops, it is easy to cause the rubber strips to be not firmly embedded. , or due to poor installation accuracy control, it is easy to cause staggered, torsion and other phenomena, resulting in deformation of the expansion joint, seriously affecting the quality of the expansion joint drainage. When the expansion joint strip falls off and the function is lost, the rail system needs to be raised. The replacement repair process is complicated and cannot be replaced. At the same time, it is easy to accumulate garbage and block the drainage path. The accumulation of water in the northern winter passage also causes poor drainage. According to the application status of the expansion joints of railway bridges, combined with the structure and operation characteristics of railway bridges, the Institute of Iron and Steel Institute and other institutions have developed bridge expansion joints, elastic expansion joints at the hairline, and have been tested and used in recent years with good results. The elastic expansion joint consists of three parts: the primer coating, the elastic body, and the top coating. It can be used for casting and forming the bottom support, the liner (backing and end lining) for supporting and forming the mold for auxiliary casting. The underlay is located at the bottom of the elastomeric expansion joint and the end lining is at the end of the beam joint. The bottom lining is a door type structure. Before the construction, the beam body or the water stop must be stepped to create a footing point of the bottom edge of the bottom door, and the level and flatness of the landing point are extremely high, otherwise the lining is required. It is necessary to distort. The on-site construction of the lining has a certain supporting capacity, and its rigidity is relatively large. After the elastomer material is poured, the lining continues to remain at the bottom of the elastic expansion joint, and the beam ends are stretched in the last hundred years of operation. After twenty or thirty years, she fell off and lost. In order to solve the above problems, it is indeed necessary to provide a high-speed railway polyurethane elastomer expansion joint airbag construction tooling to overcome the disadvantages described in the prior art. The utility model adopts an air bag as a mold for molding an elastic body expansion joint, and functions as a positioning molding. The principle is simple, the structure is concise, the construction is safe and fast, the components are light, the process is simplified, the auxiliary materials are few, the materials are saved, the work efficiency is high, the practicability is strong, and the utility model is beneficial to the use of the turnover and the reverse operation, and the above problems are successfully solved. technical problem
[0003] 本实用新型要解决的技术问题是: 提供一种铁路桥梁聚氨酯弹性体伸缩缝现场 浇筑工装, 以简化现有工艺工序中的削台阶、 安拆弧形底衬困难等工序, 提高 工装的实用性和工作效率。 以及克服了底衬扭曲、 拆除困难、 掉落、 脱落等问 题。 [0003] The technical problem to be solved by the utility model is: providing a railway bridge polyurethane elastic expansion joint on-site pouring tooling, to simplify the steps of cutting steps in the existing process, and the difficulty of installing the arc-shaped lining, and improving the tooling Practicality and productivity. And overcome the problem of distortion of the underlay, difficulty in removal, falling, falling off, etc.
问题的解决方案 Problem solution
技术解决方案 Technical solution
[0004] 本实用新型解决其技术问题所采用的技术方案是: 设计一种铁路桥梁聚氨酯弹 性体伸缩缝现场浇筑工装, 包括气囊、 充气阀门、 充气泵、 气压表、 端衬、 挡 块,气囊上设置有充气阀门; 气压表安装在充气泵的通风管上; 端衬和挡板安装 在气囊上部, 位于梁缝梁端; 所述气囊切面为长胶囊型, 上下为圆端型, 切面 长度不小于 45cm, 充气膨胀后最大宽度不小于 16cm; 所述气囊长度不小于箱梁 梁缝长度; 所述气囊为橡胶材质, 厚度不小于 6mm; 所述气囊外包裹一层塑料 薄膜, 以提高气囊的使用寿命和隔断与弹性体的粘接; 所述充气阀门安装在气 囊长度方向的两端, 切面上下的圆端形上部, 单个气囊安装充气阀门两个; 所 述气压泵为气动增压泵, 输出气体为空气; 所述气压表量程不小于 2kg/cm 2; 所 述气囊使用吋气压需在 0.8〜1.2kg/ cm 2范围内。 所述端衬为下部半圆形塑料楔形 块, 外包裹一层塑料薄膜, 以利拆模。 [0004] The technical solution adopted by the utility model to solve the technical problem is: designing a railway bridge polyurethane elastic expansion joint on-site pouring tooling, including airbag, inflation valve, air pump, air pressure gauge, end lining, stopper, airbag An air-filled valve is arranged on the air pipe; the air pressure gauge is installed on the air pipe of the air pump; the end lining and the baffle are installed on the upper part of the airbag at the beam beam end; the airbag cut surface is a long capsule type, and the upper and lower sides are round end type, the length of the cut surface Not less than 45cm, the maximum width after inflation and expansion is not less than 16cm; the length of the airbag is not less than the length of the beam of the box girder; the airbag is made of rubber and has a thickness of not less than 6mm; the airbag is covered with a plastic film to improve the airbag The service life and the separation of the partition and the elastic body; the inflatable valve is installed at both ends of the longitudinal direction of the airbag, the upper end of the circular end of the cut surface, and the single airbag is installed with two inflatable valves; the pneumatic pump is a pneumatic booster pump The output gas is air; the gauge of the air pressure gauge is not less than 2 kg/cm 2 ; and the air pressure of the airbag is 0.8 to 1.2 kg/cm 2 Around inside. The end lining is a lower semi-circular plastic wedge block, and a plastic film is wrapped around it to facilitate demoulding.
[0005] 所述挡块起定位定型作用, 为宽 10cm, 高 10cm, 长 20cm的木块, 外包裹一层 塑料薄膜以利拆模。 所述气囊使用前应做充气气密性试验或水密性试验, 当做 气密性试验吋 2h气压下降不大于 0.03kg/m 2; 所述气囊泄气后收存, 采用滚卷式 , 从一头幵始卷藏; 所述充气阀门在气囊卷藏吋外露, 以防止刺破气囊或造成 充气阀门损坏。 [0005] The stopper functions as a positioning and setting, and is a wooden block having a width of 10 cm, a height of 10 cm, and a length of 20 cm, and is covered with a plastic film to facilitate demolding. The airbag should be tested for inflating air tightness or water tightness before use. When the airtightness test is carried out, the air pressure drops by no more than 0.03kg/m 2 after 2 hours; the airbag is stored after being deflated, and is rolled and rolled from one end. The inflating valve is exposed to the airbag to prevent the puncture of the airbag or damage to the inflation valve.
发明的有益效果 Advantageous effects of the invention
有益效果 Beneficial effect
[0006] 有益效果: 本实用新型利用气囊、 充气阀门、 充气泵、 气压表、 端衬、 挡板发 明了一整套针对高速铁路聚氨酯弹性体伸缩缝施工的气囊法工装, 克服了高速 铁路混凝土桥梁梁间采用橡胶止水带伸缩缝施工难度大、 易造成橡胶条嵌固不
牢、 错台、 扭曲现象, 采用充气后的气囊作为弹性体伸缩缝辅助浇筑成型的模 具, 利用气囊的侧面与梁间的挤密气压力创造的支撑力, 支撑弹性体的重量。 利用气囊圆端形的构造截面塑造弹性体伸缩缝的下弧结构。 通过气囊外包裹的 塑料薄膜隔断了弹性体与气囊橡胶的粘接, 当气囊泄气后, 模具自然脱落, 安 装和拆除非常便利。 达到了简化现有工艺工序中的削台阶、 安拆弧形底衬困难 等工序, 提高了聚氨酯弹性体伸缩缝施工的实用性和工作效率, 原理简单、 结 构简明、 施工安全、 快捷, 构件轻便, 简化了工序, 辅助材料少, 用料节省, 工作效率高, 实用性强, 利于周转使用和倒运, 可从根本上解决底衬扭曲、 安 拆困难、 易掉落、 脱落的问题。 [0006] Advantageous Effects: The utility model invents a set of airbag method tool for high-speed railway polyurethane elastomer expansion joint construction by using airbag, inflation valve, air pump, air pressure gauge, end lining and baffle, and overcomes high-speed railway concrete bridge It is difficult to use the rubber water stop expansion joint between the beams, which is easy to cause the rubber strip to be embedded. Pegs, misalignment, and distortion. The inflated airbag is used as an auxiliary expansion molding mold for the elastic expansion joint. The support force generated by the tight air pressure between the side of the airbag and the beam supports the weight of the elastic body. The lower arc structure of the elastic expansion joint is shaped by the structural section of the round end shape of the airbag. The plastic film wrapped by the airbag blocks the adhesion of the elastomer to the rubber of the airbag. When the airbag is deflated, the mold naturally falls off, and the installation and removal are very convenient. It has achieved the steps of simplifying the steps in the existing process, and the difficulty of installing the arc-shaped lining, improving the practicability and work efficiency of the polyurethane elastomer expansion joint construction. The principle is simple, the structure is concise, the construction is safe and fast, and the components are light. The process is simplified, the auxiliary materials are less, the materials are saved, the work efficiency is high, the utility is strong, and the utility model is beneficial to the use of the turnover and the back-transport, and can fundamentally solve the problem that the base lining is twisted, the installation is difficult, the drop is easy, and the fall off.
对附图的简要说明 Brief description of the drawing
附图说明 DRAWINGS
[0007] 图 1是本实用新型的一种铁路桥梁聚氨酯弹性体伸缩缝现场浇筑工装的主视图 [0008] 图 2是本实用新型的一种铁路桥梁聚氨酯弹性体伸缩缝现场浇筑工装的立面图 1 is a front view of a cast-in-place tooling of a polyurethane bridge expansion joint of a railway bridge according to the present invention. [0008] FIG. 2 is a front view of a cast-in-place tooling of a polyurethane bridge expansion joint of a railway bridge of the present invention. Figure
[0009] 图中: 1.梁体, 2.挡水台, 3.气囊, 4.聚氨酯弹性体, 5.充气阀门, 6充气泵 [0009] In the figure: 1. Beam body, 2. Water stop, 3. Airbag, 4. Polyurethane elastomer, 5. Inflator valve, 6 air pump
, 7气压表, 8端衬, 9挡块。 。 , 7 barometer, 8 end lining, 9 block. .
实施该发明的最佳实施例 BEST MODE FOR CARRYING OUT THE INVENTION
本发明的最佳实施方式 BEST MODE FOR CARRYING OUT THE INVENTION
[0010] 如图所示, 以在北方地区新建高速铁路聚氨酯弹性体伸缩缝气囊法施工为例。 [0010] As shown in the figure, the construction of a new high-speed railway polyurethane elastomer expansion joint airbag method in the northern region is taken as an example.
[0011] 本实用新型一种铁路桥梁聚氨酯弹性体伸缩缝现场浇筑工装, 包括气囊 3、 充 气阀门 5、 充气泵 6、 气压表 7、 端衬 8、 挡块 9。 气囊上设置有充气阀门 5 ; 气压 表 7安装在充气泵 6的通风管上; 所述气囊 3外包裹一层塑料薄膜; 端衬 8和挡板 9 安装在气囊上部, 位于梁缝梁端; 所述气囊 3切面为长胶囊型, 上下为圆端型, 切面长度不小于 45cm, 充气膨胀后最大宽度不小于 16cm; 所述气囊 3长度应不小 于箱梁梁缝长度; 所述气囊 3为橡胶材质, 厚度不小于 6mm; 所述气囊 3外包裹 一层塑料薄膜, 以提高气囊的使用寿命和隔断与弹性体的粘接; 所述充气阀门 5 安装在气囊 3长度方向的两端, 切面上下的圆端形上部, 单个气囊 3数量两个;
所述气压泵 6为气动增压泵, 输出气体为空气; 所述气压表 7量程不小于 2kg/cm2 ; 所述气囊 3使用吋气压需在 0.8〜1.2kg/cm2范围内。 所述端衬 8为下部半圆形塑 料楔形块, 外包裹一层塑料薄膜, 以利拆模。 所述挡块 9起定位定型作用, 为宽 10cm, 高 10cm, 长 20cm的木块, 外包裹一层塑料薄膜以利拆模。 所述气囊 3使 用前应做充气气密性试验或水密性试验, 当为气密性试验吋 2h气压下降不大于 0. 03kg/m2。 所述气囊 3泄气后收存, 采用滚卷式, 从一头幵始卷藏; 所述充气阀 门 5在气囊 3卷藏吋需外露在外, 以防止刺破气囊 3和造成充气阀门 5损坏。 [0011] The utility model relates to a railway bridge polyurethane elastic expansion joint on-site pouring tool, which comprises an air bag 3, an inflation valve 5, an air pump 6, a barometer 7, an end liner 8, and a stopper 9. The airbag is provided with an inflation valve 5; the air pressure gauge 7 is mounted on the air duct of the air pump 6; the airbag 3 is covered with a plastic film; the end liner 8 and the baffle 9 are mounted on the upper part of the airbag at the end of the beam beam; The airbag 3 has a long capsule shape and a round end shape, the length of the cut surface is not less than 45 cm, and the maximum width after inflation and expansion is not less than 16 cm; the length of the airbag 3 is not less than the length of the beam of the box girder; The rubber material has a thickness of not less than 6 mm; the airbag 3 is covered with a plastic film to improve the service life of the airbag and the adhesion of the partition to the elastic body; the inflation valve 5 is installed at both ends of the longitudinal direction of the airbag 3, and the cut surface Upper and lower rounded upper sections, two single airbags 3; The air pump 6 is a pneumatic booster pump, and the output gas is air; the gauge of the air pressure gauge 7 is not less than 2 kg/cm 2 ; and the air pressure of the airbag 3 is in the range of 0.8 to 1.2 kg/cm 2 . The end liner 8 is a lower semi-circular plastic wedge block, which is wrapped with a plastic film to facilitate demoulding. The block 9 functions as a positioning and setting body, and is a wooden block having a width of 10 cm, a height of 10 cm and a length of 20 cm, and is covered with a plastic film to facilitate demolding. The airbag 3 is to be subjected to an airtightness test or a watertightness test before use. When the airtightness test is performed, the air pressure drop is not more than 0.03 kg/m2. The air bag 3 is deflated and stored, and is rolled up from the beginning of the air bag 3; the inflation valve 5 is not required to be exposed in the air bag 3 to prevent the air bag 3 from being pierced and the inflation valve 5 from being damaged.
[0012] 弹性体伸缩缝施工前应对拟施工的混凝土梁梁端混凝土结构表面进行验收, 混 凝土结构表面应密实平整、 颜色均匀、 不得有露筋、 蜂窝、 孔洞、 疏松、 麻面 和缺棱掉角等缺陷。 特别是混凝土结构表面疏松、 易掉皮的情况, 应进行返工 返修, 否则弹性体伸缩缝浇筑后随着长期的日晒雨淋, 梁体伸缩等原因会脱落 , 造成梁缝间防水失效。 [0012] Before the construction of the elastic expansion joint, the surface of the concrete beam end concrete structure to be constructed shall be inspected and accepted. The surface of the concrete structure shall be compact and uniform, the color shall be uniform, and there shall be no exposed ribs, honeycombs, holes, loose, pockmarks and missing edges. Defects such as corners. In particular, if the surface of the concrete structure is loose and easy to peel off, it should be reworked and reworked. Otherwise, the elastic expansion joint will fall off due to long-term sun and rain, beam expansion and other reasons, resulting in waterproof failure between the joints.
[0013] 在本技术方案中, 由切面长度不小于 45cm, 纵向长度不小于箱梁梁缝长度的气 囊 3充气后作为辅助聚氨酯弹性体 4浇筑成型的模具, 起到定位成型的作用。 从 而提高聚氨酯弹性体伸缩缝的施工效率。 [0013] In the present technical solution, the airbag 3 having a length of not less than 45 cm and a longitudinal length of not less than the length of the beam of the box girder is inflated and used as a mold for molding the auxiliary polyurethane elastomer 4, and functions as a positioning molding. This improves the construction efficiency of the polyurethane elastomer expansion joint.
[0014] 施工前用水准仪对挡水台 2顶面标高进行测量, 找出混凝土结构顶面的最低点 , 作为今后防水体系的排水点。 [0014] Before the construction, the water level gauge is used to measure the top elevation of the water block 2, and the lowest point of the top surface of the concrete structure is found, which is used as the drainage point of the waterproof system in the future.
[0015] 打幵卷包, 气囊 3在充气前, 放入梁端梁缝间由 4〜5人手持进行初步摆放, 并 安排 1人测量顶面标高, 根据设计要求弹性体 "门"型厚度最薄处不得小于 2/lOxW (W为实测缝宽) , 初步定位后把超出箱梁梁缝两端的气囊 3采用绳索固定在护 栏上。 [0015] The snoring package, the airbag 3 is placed between the beam ends of the beam before being inflated by 4 to 5 people for preliminary placement, and one person is measured to measure the top surface elevation, according to the design requirements of the elastic body "door" type The thinnest part shall not be less than 2/lOxW (W is the measured joint width). After the initial positioning, the airbag 3 beyond the ends of the beam of the box girder shall be fixed on the guardrail by rope.
[0016] 通过充气泵 6上的通风管上的端口与气囊 3上的充气阀门 5对接对气囊 3进行充气 , 当气囊 3与梁缝稍微接触, 气压表 7读数显示在 0.18〜0.2kg/cm 2吋, 停止充气 , 工人放幵气囊 3, 气囊 3将会依靠充气后对梁间混凝土 1和挡水台 2的挤压产生 支撑自身重量的支撑力。 此吋安排 1人立塔尺对气囊 3顶面再次测量弧拱顶面标 高, 对气囊 3进行最后的精确定位。 [0016] The airbag 3 is inflated by the port on the air duct on the air pump 6 docking with the inflation valve 5 on the airbag 3, and when the airbag 3 is slightly in contact with the beam gap, the barometer 7 reading is displayed at 0.18 to 0.2 kg/cm. 2吋, stop the inflation, the worker releases the airbag 3, and the airbag 3 will rely on the inflation to the support of the concrete between the beam 1 and the water stop 2 to support the weight of the beam. In this case, a vertical ruler is placed on the top surface of the airbag 3 to measure the top surface of the arc arch, and the final precise positioning of the airbag 3 is performed.
[0017] 精确定位的方式是当气囊 3某处弧拱顶面标高高于设计标高吋用 5Cmx5cm的长 木条对该处进行下压; 当气囊 3某处弧拱顶面标高低于设计标高吋, 利用气囊 3
的另一端的充气阀门 5进行放气, 工人再次提起气囊 3进行标高调整。 [0017] The precise positioning method is that when the elevation of the arc dome surface of the airbag 3 is higher than the design elevation, the wooden strip is pressed with 5 C mx 5 cm; when the elevation of the arc dome of the airbag 3 is lower than that of the airbag 3 Design elevation 吋, using airbag 3 The other end of the inflation valve 5 is deflated, and the worker lifts the airbag 3 again to perform the elevation adjustment.
[0018] 所述气囊 3安放在梁端梁间吋, 应把充气阀门 5放置在切面的顶面, 以利于充放 气。 [0018] The airbag 3 is placed between the end beams of the beam, and the inflation valve 5 should be placed on the top surface of the cut surface to facilitate charging and discharging.
[0019] 所述气压计 7量程不小于 2kg/cm 2; 在气囊 3精确定位后, 应使得气囊 3内的气压 在 0.8〜1.2kg/cm 2范围内。 [0019] The barometer 7 has a range of not less than 2 kg/cm 2 ; after the airbag 3 is accurately positioned, the air pressure in the air bag 3 should be in the range of 0.8 to 1.2 kg/cm 2 .
[0020] 气囊 3精确定位、 充气气压到达要求后, 在梁端安装下部为半圆形的塑料楔形 块端衬 8, 所述端衬 8为加在梁缝间电缆槽 A墙内, 外包裹一层塑料薄膜, 并用楔 形木块楔紧固定。 所述挡块 9安装在内侧其塑型定位作用, 其底面为拟浇筑弹性 体伸缩缝排水顶面, 其材质为宽 10cm, 高 10cm, 长 20cm的木块, 外包裹一层塑 料薄膜以利拆模。 [0020] After the airbag 3 is accurately positioned and the inflation air pressure reaches the requirement, a plastic wedge-shaped end lining 8 having a semi-circular lower portion is installed at the beam end, and the end lining 8 is added in the cable slot A wall between the beam gaps, and the outer wrapping is A layer of plastic film is secured by a wedge-shaped block. The block 9 is mounted on the inner side for its plastic positioning function, and the bottom surface thereof is a drainage top surface of the elastic expansion joint of the pseudo-casting body, and the material is a wooden block with a width of 10 cm, a height of 10 cm and a length of 20 cm, and is covered with a plastic film for profit. Demolished.
[0021] 所述弹性体伸缩缝 4在挡水台 2两端设置的端头挡水块, 应在弹性体伸缩缝 4主 体浇筑成型 30min〜50min之间进行浇筑。 [0021] The end water retaining block provided at the both ends of the water retaining station 2 of the elastic expansion joint 4 should be poured between the main body of the elastic expansion joint 4 for 30 min to 50 min.
[0022] 通过气囊 3外包裹的塑料薄膜隔断了弹性体 4与气囊 3橡胶的粘接, 待弹性体伸 缩缝强度达到设计拆模强度后, 通过气囊 3两头的充气阀门 5进行放气, 模具自 然脱落, 安装和拆除非常便利。 [0022] The plastic film wrapped by the airbag 3 blocks the adhesion of the elastic body 4 and the rubber of the airbag 3, and after the strength of the elastic expansion joint reaches the designed demoulding strength, the gas is vented through the inflation valve 5 at both ends of the airbag 3, and the mold is vented. Naturally shedding, installation and removal are very convenient.
[0023] 本实用新型利用气囊 3、 充气阀门 5、 充气泵 6、 气压表 7、 端衬 8、 挡块 9,气囊上 设置有充气阀门 5 ; 气压表 7安装在充气泵 6的通风管上; 所述气囊 3外包裹一层 塑料薄膜; 端衬 8和挡板 9安装在气囊上部、 梁缝梁端。 实现高速铁路聚氨酯弹 性体伸缩缝施工的目的, 达到了简化现有工艺工序中的削台阶、 安拆弧形底衬 困难等工序, 提高了聚氨酯弹性体伸缩缝施工的实用性和工作效率, 原理简单 、 结构简明、 施工安全、 快捷, 构件轻便, 简化了工序, 辅助材料少, 用料节 省, 工作效率高, 实用性强, 利于周转使用和倒运, 可从根本上解决底衬扭曲 、 安拆困难、 易掉落、 脱落的问题。 [0023] The utility model utilizes an air bag 3, an inflation valve 5, an air pump 6, a barometer 7, an end lining 8, and a stopper 9, and the air bag is provided with an inflation valve 5; the air pressure gauge 7 is installed on the air pipe of the air pump 6. The airbag 3 is covered with a plastic film; the end liner 8 and the baffle 9 are mounted on the upper part of the airbag and the end of the beam. The purpose of realizing the construction of high-speed railway polyurethane elastomer expansion joints is to simplify the steps of cutting the steps in the existing process and to make the arc-shaped lining difficult, and improve the practicability and work efficiency of the polyurethane elastomer expansion joint construction. Simple, simple structure, safe and fast construction, light weight components, simplified process, less auxiliary materials, saving materials, high work efficiency, practicality, conducive to turnover and back-up, can fundamentally solve the distortion and disassembly of the underlay Difficult, easy to fall, fall off problems.
[0024] 上述技术方案仅体现了本实用新型技术方案的优选技术方案, 本技术领域的技 术人员对其中某些部分所可能做出的变动均体现了本实用新型的原理, 属于本 实用新型的保护范围之内。 [0024] The above technical solutions only exemplify the preferred technical solutions of the technical solutions of the present invention, and the changes that may be made by those skilled in the art to some parts thereof embodies the principles of the present invention, and belong to the present invention. Within the scope of protection.
本发明的实施方式
[0025] 在此处键入本发明的实施方式描述段落。 工业实用性 Embodiments of the invention [0025] The description paragraphs of the embodiments of the invention are entered here. Industrial applicability
[0026] 在此处键入工业实用性描述段落。 [0026] Enter the paragraph of industrial applicability description here.
序列表自由内容 Sequence table free content
[0027] 在此处键入序列表自由内容描述段落。
[0027] Type the sequence table free content description paragraph here.
Claims
[权利要求 1] 一种铁路桥梁聚氨酯弹性体伸缩缝现场浇筑工装, 其特征在于: 包括 气囊 (3) 、 充气阀门 (5) 、 充气泵 (6) 、 气压表 (7) 、 端衬 (8 ) 、 挡块 (9) ,气囊上设置有充气阀门 (5) ; 气压表 (7) 安装在充 气泵 (6) 的通风管上; 端衬 (8) 和挡板 (9) 安装在气囊上部,位于 梁缝梁端。
[Claim 1] A railway bridge polyurethane elastomer expansion joint cast-in-place tooling, comprising: an air bag (3), an inflation valve (5), an air pump (6), a barometer (7), and an end liner (8) ), the stopper (9), the air bag is provided with an inflation valve (5); the air pressure gauge (7) is installed on the air pipe of the air pump (6); the end lining (8) and the baffle plate (9) are installed at the upper part of the air bag , located at the beam end of the beam.
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111926708A (en) * | 2020-07-15 | 2020-11-13 | 中国建筑第七工程局有限公司 | Segment beam wet joint prestress pore-forming device |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008095304A (en) * | 2006-10-06 | 2008-04-24 | Bridgestone Corp | Bridge girder cut-off means and bridge girder cut-off structure |
CN103225260A (en) * | 2013-05-21 | 2013-07-31 | 青岛海力威新材料科技股份有限公司 | Method for pouring elastic waterproof bridge expansion joint material |
CN204059188U (en) * | 2014-05-23 | 2014-12-31 | 青岛海力威新材料科技股份有限公司 | Air filling type bridge expanssion joint end liner and bridge |
CN206189261U (en) * | 2016-10-26 | 2017-05-24 | 青岛海力威新材料科技股份有限公司 | Bridge expansion joint resilient means |
CN206233092U (en) * | 2016-11-27 | 2017-06-09 | 石恒 | A kind of inflatable bridge expanssion joint end liner |
CN207314135U (en) * | 2017-10-08 | 2018-05-04 | 中铁五局集团第二工程有限责任公司 | A kind of railroad bridge polyurethane elastomer expansion joint cast in situs frock |
-
2017
- 2017-10-08 WO PCT/CN2017/105287 patent/WO2019068231A1/en active Application Filing
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008095304A (en) * | 2006-10-06 | 2008-04-24 | Bridgestone Corp | Bridge girder cut-off means and bridge girder cut-off structure |
CN103225260A (en) * | 2013-05-21 | 2013-07-31 | 青岛海力威新材料科技股份有限公司 | Method for pouring elastic waterproof bridge expansion joint material |
CN204059188U (en) * | 2014-05-23 | 2014-12-31 | 青岛海力威新材料科技股份有限公司 | Air filling type bridge expanssion joint end liner and bridge |
CN206189261U (en) * | 2016-10-26 | 2017-05-24 | 青岛海力威新材料科技股份有限公司 | Bridge expansion joint resilient means |
CN206233092U (en) * | 2016-11-27 | 2017-06-09 | 石恒 | A kind of inflatable bridge expanssion joint end liner |
CN207314135U (en) * | 2017-10-08 | 2018-05-04 | 中铁五局集团第二工程有限责任公司 | A kind of railroad bridge polyurethane elastomer expansion joint cast in situs frock |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111926708A (en) * | 2020-07-15 | 2020-11-13 | 中国建筑第七工程局有限公司 | Segment beam wet joint prestress pore-forming device |
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