CN208202586U - Conduit lifting device for the perfusion of power transmission tower concrete filled steel tube high-altitude - Google Patents
Conduit lifting device for the perfusion of power transmission tower concrete filled steel tube high-altitude Download PDFInfo
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Abstract
用于输电塔钢管混凝土高空灌注的导管提升装置,涉及一种导管提升装置。目前,导管采用钢丝套绕绑固定,在钢管法兰口位置进行提升操作,操作效率低,安全性低。本实用新型包括底座、支架、钢丝绳滑车组、导管固定支座、卷扬机构;底座包括底框,底框在四角均设有长槽,底框通过连接件固定在跨越塔塔身钢管的法兰上,支架竖向设于底框上,支架上设有钢丝绳滑车组;导管固定支座包括固定框架、连接杆,连接杆通过连接件可拆卸地连接在固定框架上,固定框架设有与导管相配的导管孔。本技术方案提高导作业效率,并增加导管操作的安全性;设长槽方便连接件的穿设,提高底框连接的可靠性。
The utility model relates to a conduit lifting device for high-altitude pouring of steel pipe concrete for transmission towers, relating to a conduit lifting device. At present, the conduit is fixed with a steel wire sleeve, and the lifting operation is performed at the flange of the steel pipe, which has low operating efficiency and low safety. The utility model includes a base, a bracket, a steel wire rope pulley group, a conduit fixing support, and a hoisting mechanism; the base includes a bottom frame, and the bottom frame is provided with long grooves at four corners, and the bottom frame is fixed on the flange of the steel pipe spanning the tower body through connecting pieces. Above, the bracket is vertically arranged on the bottom frame, and the bracket is provided with a steel wire rope block; the fixed support of the catheter includes a fixed frame and a connecting rod, and the connecting rod is detachably connected to the fixed frame through a connecting piece. Matching conduit holes. The technical proposal improves the guide operation efficiency and increases the safety of the guide tube operation; the long groove is provided to facilitate the penetration of the connectors and improve the reliability of the connection of the bottom frame.
Description
技术领域technical field
本实用新型涉及一种导管提升装置,尤其指用于输电塔钢管混凝土高空灌注的导管提升装置。The utility model relates to a conduit lifting device, in particular to a conduit lifting device used for high-altitude pouring of steel pipe concrete for transmission towers.
背景技术Background technique
输电线路大跨越工程的大型跨越塔,由于其塔身主材的大荷载特点,采用钢管混凝土结构,无论是提高钢管构件抵御屈曲能力,还是增强钢管截面承压能力,亦或是降低制造施工难度,均比纯钢管结构更具优势,已成为大型跨越塔结构设计的一个发展趋势。The large-scale spanning tower of the large-span project of the transmission line, due to the large load characteristics of the main material of the tower body, adopts the steel pipe concrete structure, whether it is to improve the buckling resistance of the steel pipe members, to enhance the pressure bearing capacity of the steel pipe section, or to reduce the difficulty of manufacturing and construction. , have more advantages than pure steel pipe structures, and have become a development trend in the design of large spanning tower structures.
由于跨越塔大根开的结构特点,其塔身主管的节点间分段长度较长,相应高差也较大,一般在20~40m范围,且越靠底部高差也越大;为提升混凝土与钢管结构的协同受力效果,钢管内壁一般设有大量横向、纵向加劲板,甚至在钢管内部布有钢结构桁架,钢管内部结构复杂。Due to the structural characteristics of the large root opening of the spanning tower, the section length of the nodes in the main pipe of the tower body is longer, and the corresponding height difference is also relatively large, generally in the range of 20-40m, and the height difference is larger as it is closer to the bottom; The synergistic effect of the steel pipe structure, the inner wall of the steel pipe is generally provided with a large number of transverse and longitudinal stiffeners, and even a steel structure truss is arranged inside the steel pipe, and the internal structure of the steel pipe is complex.
基于钢管的节点间大高差及内部结构复杂等特点,常规的抛落方式难以保证浇筑质量,故采用在钢管中心布置导管辅助混凝土由上向下倾落的浇筑方式,已成为保证混凝土浇筑施工质量的首选方案。Due to the large height difference between the nodes of the steel pipe and the complex internal structure, it is difficult to guarantee the quality of the pouring by the conventional dropping method. Therefore, the pouring method of arranging a pipe in the center of the steel pipe to assist the concrete pouring from top to bottom has become a guarantee for concrete pouring construction. The preferred solution for quality.
导管是用于辅助混凝土浇筑倾落的下料通道,以防止混凝土在大高差及复杂结构钢管内产生离析现象,保证混凝土质量。导管的总长度需深入钢管内15~35m,考虑安装及拆除方便,导管采用定长分节连接方式。目前,导管采用钢丝套绕绑固定,结合手拉葫芦,在钢管法兰口位置进行提升操作,此方式存在两大缺点:(1)操作效率低,利用手拉葫芦,提升速度缓慢,且每节导管的提升或拆除均需人工在钢管内部二次倒换葫芦与导管绑扎点;(2)操作安全性不高,作业人员在钢管内部受限空间进行导管的提升作业,如果站位不正确,容易发生人员卡伤。The conduit is a feeding channel used to assist concrete pouring and falling, so as to prevent the segregation of concrete in steel pipes with large height differences and complex structures, and ensure the quality of concrete. The total length of the conduit needs to be 15-35m deep into the steel pipe. Considering the convenience of installation and removal, the conduit adopts a fixed-length segmented connection method. At present, the conduit is fixed with a steel wire sleeve, combined with a chain hoist, and the lifting operation is performed at the flange of the steel pipe. This method has two major disadvantages: (1) The operation efficiency is low, and the lifting speed is slow when using a chain hoist, and every The lifting or dismantling of sectioned pipes requires manual switching of the gourd and the binding point of the pipes inside the steel pipe; (2) The operation safety is not high, and the operator performs the lifting operation of the pipes in the confined space inside the steel pipe. If the station is not correct, It is easy to cause personal injury.
实用新型内容Utility model content
本实用新型要解决的技术问题和提出的技术任务是对现有技术方案进行完善与改进,提供用于输电塔钢管混凝土高空灌注的导管提升装置,以提高作业效率及操作安全性的目的。为此,本实用新型采取以下技术方案。The technical problem to be solved and the technical task proposed by the utility model are to improve and improve the existing technical solutions, and to provide a conduit lifting device for high-altitude pouring of steel pipe concrete for transmission towers, so as to improve operating efficiency and operational safety. For this reason, the utility model takes the following technical solutions.
用于输电塔钢管混凝土高空灌注的导管提升装置,其特征在于:包括底座、支架、钢丝绳滑车组、导管固定支座、卷扬机构,所述的支架、钢丝绳滑车组、导管固定支座、卷扬机构设于底座上;所述的底座包括底框,所述的底框在四角均设有用于穿设连接件的长槽,底框通过连接件固定在跨越塔塔身钢管的法兰上,所述的支架竖向设于底框上,所述的支架上设有钢丝绳滑车组;所述的导管固定支座包括固定框架、连接杆,所述的连接杆通过连接件可拆卸地连接在固定框架上,所述的固定框架设有与导管相配的导管孔,所述的导管孔的尺寸大于导管直径,且小于设于导管上的卡箍。本技术方案提高导管分节下放安装与分节提升拆除的作业效率,并增加导管操作的安全性。设长槽方便连接件的穿设,提高底框连接的可靠性。The conduit hoisting device for high-altitude pouring of steel pipe concrete for transmission towers is characterized in that it includes a base, a bracket, a wire rope block, a conduit fixing support, and a hoisting mechanism. Set on the base; the base includes a bottom frame, and the four corners of the bottom frame are provided with long grooves for piercing connectors, and the bottom frame is fixed on the flange of the steel pipe spanning the tower body through the connectors. The bracket is vertically arranged on the bottom frame, and the bracket is provided with a wire rope pulley group; the catheter fixing support includes a fixing frame and a connecting rod, and the connecting rod is detachably connected to the fixed frame through a connecting piece. On the frame, the fixed frame is provided with a conduit hole matched with the conduit, and the size of the conduit hole is larger than the diameter of the conduit and smaller than the clip on the conduit. The technical proposal improves the operation efficiency of the segmental lowering installation and the segmental lifting removal of the conduit, and increases the safety of the conduit operation. Long slots are provided to facilitate the passage of the connectors and improve the reliability of the connection of the bottom frame.
作为对上述技术方案的进一步完善和补充,本实用新型还包括以下附加技术特征。As a further improvement and supplement to the above technical solution, the utility model also includes the following additional technical features.
所述的底框上还设有垫板,所述的垫板上设有螺柱孔,螺柱从下至上穿过法兰的圆孔、底框的长槽、垫板的螺柱孔后螺纹连接螺母。法兰上设有多个圆孔,圆孔用于穿设螺柱,本技术方案可靠地将底框固定在法兰上。The bottom frame is also provided with a backing plate, and the backing plate is provided with a stud hole, and the stud passes through the round hole of the flange, the long groove of the bottom frame, and the backing plate through the stud hole from bottom to top. Threaded connection nut. A plurality of round holes are arranged on the flange, and the round holes are used for piercing the studs, and the technical scheme reliably fixes the bottom frame on the flange.
所述的底框包括外梁、位于中间的两根承梁,承梁的长度大于外梁,两根承梁平行设置,两根承梁上设有所述的导管固定支座、卷扬机构。The bottom frame includes an outer beam and two supporting beams in the middle, the length of the supporting beam is longer than that of the outer beam, the two supporting beams are arranged in parallel, and the above-mentioned conduit fixing support and hoisting mechanism are arranged on the two supporting beams.
所述的导管固定支座可拆卸地放置于承梁上。The conduit fixing support is detachably placed on the bolster.
所述的支架包括主支杆、后撑杆、横梁、上斜撑杆、吊挂板、圆杆爬杆,所述的主支杆为两根,两根主支杆竖向设于承梁上,两根主支杆的顶部设有横梁,横梁下方的主支杆上设有多根平行设置的爬杆;所述的后撑杆斜向设置,后撑杆与主支杆交叉设置,后撑杆的顶部设有所述的上斜撑杆,上斜撑杆的上部通过吊挂板与横梁相连。The support includes a main support rod, a rear support rod, a beam, an upward slanting support rod, a hanging plate, and a round rod climbing rod. There are two main support rods, and the two main support rods are vertically arranged on the bearing beam On the top, the top of the two main poles is provided with a crossbeam, and the main pole below the crossbeam is provided with multiple climbing poles arranged in parallel; The top of the rear strut is provided with the above-mentioned upward slanting strut, and the upper part of the upward slanting strut is connected with the crossbeam through a hanging plate.
所述的吊挂板与横梁垂直设置,吊挂板的下方设有所述的钢丝绳滑车组。The hanging board is arranged vertically to the crossbeam, and the wire rope blocks are arranged below the hanging board.
两上斜撑杆对称设于吊挂板的两侧;斜撑杆的下端与后撑杆上端固定连接,所述的后撑杆的下端设于承梁的端部。The two upper diagonal braces are arranged symmetrically on both sides of the hanging plate; the lower ends of the diagonal braces are fixedly connected with the upper ends of the rear braces, and the lower ends of the rear braces are arranged at the ends of the bearing beams.
所述的钢丝绳滑车组包括上连接卸扣、上起重滑车、下起重滑车、下连接卸扣、钢丝绳、导向滑车;所述的上起重滑车通过上连接卸扣与吊挂板相连;所述的下起重滑车与上起重滑车之间设用于升降的钢丝绳,卷扬机构伸出的钢丝绳通过导向滑车与上起重滑车相连。The wire rope block group includes an upper connection shackle, an upper lifting block, a lower lifting block, a lower connection shackle, a steel wire rope, and a guide block; the upper lifting block is connected to the hanging plate through an upper connection shackle; A steel wire rope for lifting is set between the lower lifting block and the upper lifting block, and the steel wire rope protruding from the hoisting mechanism is connected with the upper lifting block through the guide block.
在承梁的长度方向卷扬机构、导管固定支座、支架依次设置,所述的卷扬机构设有卷扬底座、设于底座上的卷扬齿轮箱、电机、卷扬绳盘,所述的卷扬绳盘通过卷扬齿轮箱与电机相连,通过电机驱动下起重滑车的升降。In the length direction of the bolster, the hoisting mechanism, the conduit fixing support, and the bracket are arranged in sequence. The hoisting rope reel is connected with the motor through the hoisting gear box, and the hoisting tackle is driven up and down by the motor.
有益效果:本技术方案提高导管分节下放安装与分节提升拆除的作业效率,并增加导管操作的安全性。Beneficial effects: the technical proposal improves the operation efficiency of the segmental lowering installation and segmental lifting removal of the conduit, and increases the safety of the conduit operation.
本技术方案有效结合钢管顶部法兰的平面及法兰螺栓孔,合理布置底座、支架、提升钢丝绳滑车组、固定支座、卷扬等,实现电动牵引机械手段的导管安装及折除。This technical solution effectively combines the plane of the top flange of the steel pipe and the flange bolt holes, reasonably arranges the base, bracket, hoisting wire rope block, fixed support, winch, etc., and realizes the installation and removal of the conduit by electric traction mechanical means.
本技术方案通过在钢管主管上法兰端面设置平台及提升系统,让施工操作人员站在平台上,就能方便顺利地实现钢管混凝土下料导管的安装与拆除,有效避免施工人员进入钢管内部封闭空间作业,最大程度降低施工作业安全风险;采用带外壁卡箍的导管,通过半开口式的固定支座配合,借助电动卷扬装置,实现导管的分节下放安装与分节提升拆除,避免人力拽拉葫芦,有效降低劳动作业强度;采用带长条槽孔可调节固定螺栓孔位置的底座,能适应并满足各规格钢管法兰的配套连接要求。In this technical scheme, a platform and a lifting system are set on the flange end of the steel pipe main pipe, so that the construction operators can stand on the platform, so that the installation and removal of the steel pipe concrete blanking pipe can be easily and smoothly realized, and the construction personnel can effectively prevent the construction personnel from entering the closed pipe interior. Space operation minimizes the safety risk of construction work; adopts the conduit with the outer wall clamp, cooperates with the semi-open fixed support, and with the help of the electric winch device, realizes the segmental lowering installation and segmental lifting removal of the conduit, avoiding manpower The pull hoist can effectively reduce the labor intensity; the base with long slot holes can adjust the position of the fixing bolt holes, which can adapt to and meet the matching connection requirements of steel pipe flanges of various specifications.
附图说明Description of drawings
图1是本实用新型的结构示意图。Fig. 1 is a structural representation of the utility model.
图2是本实用新型的底座结构示意图。Fig. 2 is a schematic diagram of the base structure of the present invention.
图中:1-底座;101-底框;102-固定螺栓;103-垫板;104-承梁;2-支架;201-主支杆;202-后撑杆;203-横梁;204-上斜撑杆;205-吊挂板;206-爬杆;3-钢丝绳滑车组;301-上连接卸扣;302-上起重滑车;303-下起重滑车;304-下连接卸扣;305-钢丝绳;306-导向滑车;4-导管固定支座;401-固定框架;402-可拆卸连接杆;403-连接螺栓;5-卷扬机构;501-卷扬绳盘;502-卷扬齿轮箱;503-卷扬电机;6-导管;7-卡箍;8-法兰。In the figure: 1-base; 101-bottom frame; 102-fixing bolt; 103-backing plate; 104-bearing beam; 2-bracket; 201-main support rod; Diagonal brace; 205-hanging plate; 206-climbing rod; 3-wire rope block; 301-upper connection shackle; 302-upper lifting block; 303-lower lifting block; 304-lower connection shackle; 305 -wire rope; 306-guide block; 4-conduit fixed support; 401-fixed frame; 402-detachable connecting rod; 403-connecting bolt; ; 503-winch motor; 6-pipe; 7-clamp; 8-flange.
具体实施方式Detailed ways
以下结合说明书附图对本实用新型的技术方案做进一步的详细说明。The technical solution of the utility model is described in further detail below in conjunction with the accompanying drawings of the description.
一种用于输电塔钢管混凝土高空灌注的导管提升装置,由底座1部分、支架2部分、钢丝绳滑车组3部分、导管固定支座4部分、卷扬机构5等组成,如图1所示。A conduit lifting device for high-altitude pouring of steel pipe concrete for transmission towers, which consists of a base part, two bracket parts, three wire rope pulley group parts, four conduit fixed support parts, and a winch mechanism 5, as shown in Figure 1.
其中:导管提升装置底座1部分主要由底框101、固定螺栓102、垫板103组成,如图2所示。底框101采用方钢、槽钢焊接为框式整体,并在四角位置布置长条槽孔,用于布置底框101与钢管法兰8之间连接固定螺栓102。长条槽孔的具体位置则由塔身各钢管法兰的螺栓孔位置综合确定,以满足各规格法兰的配套连接要求。固定螺栓102由下向上穿,穿过塔身钢管法兰及底框101长条槽孔,加设垫板103后,拧紧螺帽,将提升装置底座1固定在塔身钢管法兰8上平面。底框101包括外梁、位于中间的两根承梁104,承梁104的长度大于外梁,两根承梁平行设置,两根承梁104上设有导管固定支座4、卷扬机构5。Wherein: the base 1 of the conduit lifting device is mainly composed of a bottom frame 101, a fixing bolt 102, and a backing plate 103, as shown in FIG. 2 . The bottom frame 101 is made of square steel and channel steel welded into a whole frame, and long slot holes are arranged at the four corners for arranging the fixing bolts 102 between the bottom frame 101 and the steel pipe flange 8 . The specific position of the slotted hole is comprehensively determined by the bolt hole position of each steel pipe flange of the tower body, so as to meet the matching connection requirements of flanges of various specifications. Fixing bolts 102 pass from bottom to top, passing through the steel pipe flange of the tower body and the long slot hole of the bottom frame 101, after adding the backing plate 103, tighten the nut, and fix the base 1 of the lifting device on the upper plane of the steel pipe flange 8 of the tower body . The bottom frame 101 includes an outer beam and two supporting beams 104 in the middle. The length of the supporting beams 104 is longer than that of the outer beams. The two supporting beams are arranged in parallel.
导管提升装置支架2部分主要由主支杆201、后撑杆202、横梁203、上斜撑杆204、吊挂板205、圆杆爬杆206组成。采用方钢、槽钢、钢板、圆钢等材料,各部件焊接为整体,主支杆201与后撑杆202杆与提升装置底座1焊接。两根主支杆201与横梁203组成方框整体竖直焊接于提升装置底座1上,主支杆201中部焊接两根后撑杆202,后撑杆202下端斜向焊接于提升装置底座1上,对整个主支杆201起支撑稳定作用,后撑杆202上端焊接两根上斜撑杆204,上斜撑杆204火曲预弯后夹焊支撑吊挂板205,吊挂板205后侧焊接于横梁203上,在两根主支杆201间布置焊接圆钢爬杆206,用于作业人员上下攀爬。The conduit hoisting device bracket 2 is mainly composed of a main strut 201 , a rear strut 202 , a beam 203 , an upward slanting strut 204 , a hanging plate 205 , and a round rod climbing rod 206 . Materials such as square steel, channel steel, steel plate, and round steel are adopted, and each part is welded as a whole, and the main strut 201 and the rear strut 202 are welded to the lifting device base 1 . Two main poles 201 and beams 203 form a square frame and are welded vertically on the base 1 of the lifting device. The middle of the main pole 201 is welded with two rear struts 202, and the lower ends of the rear struts 202 are obliquely welded on the base 1 of the lifting device. , to support and stabilize the entire main pole 201, the upper end of the rear pole 202 is welded with two upper inclined poles 204, the upper inclined poles 204 are bent and pre-bent, and then clamped and welded to support the hanging plate 205, and the rear side of the hanging plate 205 is welded On the crossbeam 203, a welded round steel climbing rod 206 is arranged between the two main poles 201 for operators to climb up and down.
导管提升钢丝绳滑车组3部分主要由上连接卸扣301、上起重滑车302、下起重滑车303、下连接卸扣304、钢丝绳305、导向滑车306组成,上起重滑车302通过上连接卸扣301连接安装于提升装置支架2的吊挂板205上,下起重滑车303通过下连接卸扣304连接安装于导管上,上、下起重滑车302、303间穿引钢丝绳305,形成滑车组,钢丝绳305尾绳经支架2主支杆201底部的导向滑车306,引入卷扬绳盘501。The three parts of the catheter hoisting wire rope tackle group are mainly composed of upper connection shackle 301, upper lifting tackle 302, lower lifting tackle 303, lower connecting shackle 304, wire rope 305, and guide tackle 306. The upper lifting tackle 302 is unloaded through the upper connection. The buckle 301 is connected and installed on the hanging plate 205 of the lifting device bracket 2, the lower lifting tackle 303 is connected and installed on the conduit through the lower connection shackle 304, and the upper and lower lifting tackles 302, 303 pass through the wire rope 305 to form a tackle group, the steel wire rope 305 tail rope is introduced into the hoisting rope reel 501 through the guide block 306 at the bottom of the main pole 201 of the support 2.
导管固定支座4部分主要由固定框架401、可拆卸连接杆402、连接螺栓403等组成,固定框架401采用槽钢焊接为整体,一侧开口,槽钢间的开档尺寸与导管外径匹配,略大于导管外径,但小于导管上焊接的卡箍7直径,导管下落时,卡箍7能够有效卡位在固定框架401上,由固定框架401承受导管的重量,固定框架401开口侧通过连接螺栓403安装可拆卸连接杆402,防止导管由开口侧滑出固定框架401。The 4 parts of the catheter fixing support are mainly composed of a fixed frame 401, a detachable connecting rod 402, and a connecting bolt 403. The fixed frame 401 is welded as a whole with channel steel, and one side is open. The opening size between the channel steel matches the outer diameter of the catheter. , slightly larger than the outer diameter of the conduit, but smaller than the diameter of the clamp 7 welded on the conduit, when the conduit falls, the clamp 7 can be effectively locked on the fixed frame 401, and the fixed frame 401 bears the weight of the conduit, and the opening side of the fixed frame 401 passes through The connecting bolt 403 is installed with the detachable connecting rod 402 to prevent the conduit from sliding out of the fixing frame 401 from the opening side.
卷扬机构5主要由卷扬绳盘501、卷扬齿轮箱502、卷扬电机503组成,如图1所示。卷扬机构5固定在提升装置底座1上,卷机电机503由电力驱动,通过卷扬齿轮箱502带动卷扬绳盘501的转动,收紧或放松钢丝绳305,进而带动提升钢丝绳滑车组3的上、下移动,从而实现导管的提升或松放。The hoisting mechanism 5 is mainly composed of a hoisting rope reel 501, a hoisting gear box 502, and a hoisting motor 503, as shown in FIG. 1 . The hoisting mechanism 5 is fixed on the base 1 of the hoisting device. The hoisting machine motor 503 is driven by electric power, and drives the hoisting rope reel 501 to rotate through the hoisting gear box 502, tightens or loosens the wire rope 305, and then drives the lifting of the wire rope block 3. , Move down, so as to realize the lifting or loosening of the catheter.
一种用于输电塔钢管混凝土高空灌注的导管提升装置的工作方法为,将导管提升装置整体安装固定于待灌注混凝土段的塔身钢管法兰上平面。具体包括以下步骤:A working method of a conduit lifting device used for high-altitude pouring of steel pipe concrete in a power transmission tower is as follows: the conduit lifting device is integrally installed and fixed on the upper plane of the tower body steel pipe flange of the concrete section to be poured. Specifically include the following steps:
导管6分节下放安装:①驱动卷扬电机503,吊装第一节导管由上向下,沿导管固定支座4内的方孔中缓慢下放,直至导管外壁的卡箍7落于导管固定支座4上,即导管自重通过卡箍7、固定支座、提升装置底座1传递到塔身钢管上,提升钢丝绳滑车组3不受力为止;②解开提升钢丝绳滑车组3下起重滑车303与导管6的绑扎连接绳,换吊第二节导管,与第一节导管连接完成后,继续驱动卷扬电机503收紧卷扬绳盘501,将第二节与第一节导管整体提高,直至第一节导管的卡箍7高度位置高出固定支座,即导管的自重全部由提升钢丝绳305滑车组承担;③松出导管固定支座4可拆卸连接杆402上的连接螺栓403,打开固定框架401的开口,将固定支座暂时移出,避免影响导管下放;④驱动卷扬电机503松出卷扬绳盘501,将第一节导管的卡箍7高度位置松低于导管固定支座4,重新恢复安装导管固定支座4,继续松出卷扬绳盘501,直至第二节导管外壁的卡箍7落于导管固定支座4上。如此由②至④的步骤完成一节导管接长下放工作,后续的接长下放安装重复②—③—④步骤即可。6 sections of the conduit are lowered and installed: ① Drive the winch motor 503, hoist the first segment of the conduit from top to bottom, and slowly lower it along the square hole in the conduit fixing support 4 until the clamp 7 on the outer wall of the conduit falls on the conduit fixing support. on the seat 4, that is, the self-weight of the conduit is transmitted to the steel pipe of the tower body through the clamp 7, the fixed support, and the base 1 of the lifting device, until the hoisting wire rope tackle group 3 is not stressed; Bind the connecting rope with the conduit 6, change and hang the second section of conduit, after the connection with the first section of conduit is completed, continue to drive the winch motor 503 to tighten the hoisting rope reel 501, and raise the second section and the first section of conduit as a whole, Until the height of the clip 7 of the first section of the conduit is higher than the fixed support, that is, the self-weight of the conduit is all borne by the hoisting wire rope 305 pulley block; Fix the opening of the frame 401, and temporarily remove the fixed support to avoid affecting the lowering of the catheter; ④ Drive the winch motor 503 to loosen the hoisting rope reel 501, and loosen the height of the clamp 7 of the first section of the catheter lower than the fixed support of the catheter 4. Reinstall the conduit fixing support 4 again, and continue to loosen the hoisting rope reel 501 until the clamp 7 on the outer wall of the second section of conduit falls on the conduit fixing support 4. In this way, the steps from ② to ④ complete the lengthening and lowering work of a section of conduit, and the subsequent lengthening and lowering installation repeats the steps ②—③—④.
导管6分节提升拆除:①驱动卷扬电机503收紧卷扬绳盘501,将第一节(由上向下)导管的卡箍7高度位置收高于导管固定支座4,松出导管固定支座4可拆卸连接杆402上的连接螺栓403,打开固定框架401的开口,将固定支座暂时移出,避免影响导管提升;②继续驱动卷扬电机503收紧卷扬绳盘501,将导管整体提高,直至第二节导管的卡箍7高度位置高出固定支座,重新恢复安装导管固定支座4;③缓慢驱动卷扬电机503松出卷扬绳盘501,直至第二节导管外壁的卡箍7落于导管固定支座4上,即导管自重通过卡箍7、固定支座、提升装置底座1传递到塔身钢管上,提升钢丝绳滑车组3不受力为止;④解开提升钢丝绳滑车组3下起重滑车303与第一节导管的绑扎连接绳,拆除第一节导管,将提升钢丝绳滑车组3换绑在第二节导管上。如此由①至④的步骤完成一节导管提升拆除工作,后续的提升拆除重复①—②—③—④步骤即可。Lifting and dismantling of the 6-section conduit: ① Drive the hoisting motor 503 to tighten the hoisting rope reel 501, retract the clamp 7 of the first segment (from top to bottom) higher than the conduit fixing support 4, and loosen the conduit The connecting bolt 403 on the detachable connecting rod 402 of the fixed support 4 opens the opening of the fixed frame 401, and the fixed support is temporarily moved out to avoid affecting the lifting of the catheter; The conduit is raised as a whole until the height of the clamp 7 of the second section of conduit is higher than the fixed support, and the installation of the conduit fixed support 4 is resumed; ③Slowly drive the winch motor 503 to loosen the hoisting rope reel 501 until the second section of conduit The clamp 7 on the outer wall falls on the fixed support 4 of the conduit, that is, the self-weight of the conduit is transferred to the steel pipe of the tower body through the clamp 7, the fixed support, and the base 1 of the lifting device, until the lifting wire rope pulley group 3 is not stressed; ④ Untie Lift the wire rope block group 3 and lower the hoisting block 303 and the binding connection rope of the first section conduit, remove the first section conduit, and lift the wire rope block group 3 for binding on the second section conduit. In this way, the steps from ① to ④ complete the lifting and dismantling of a section of conduit, and the subsequent lifting and dismantling can be repeated by steps ①—②—③—④.
以上图1、2所示的用于输电塔钢管混凝土高空灌注的导管提升装置及工作方法是本实用新型的具体实施例,已经体现出本实用新型突出的实质性特点和显著进步,可根据实际的使用需要,在本实用新型的启示下,对其进行形状、结构等方面的等同修改,均在本方案的保护范围之列。The conduit hoisting device and working method for high-altitude pouring of steel pipe concrete for transmission towers shown in Figures 1 and 2 above are specific embodiments of the present utility model, which have reflected the outstanding substantive features and significant progress of the present utility model, and can be based on actual conditions. Under the enlightenment of the utility model, the equivalent modification of its shape, structure and other aspects are all within the scope of protection of this scheme.
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN108775153A (en) * | 2018-05-22 | 2018-11-09 | 浙江省送变电工程有限公司 | Conduit lifting device and method for the perfusion of power transmission tower concrete filled steel tube high-altitude |
CN109881894A (en) * | 2019-03-18 | 2019-06-14 | 中铁建设集团有限公司 | A kind of tremie bottler placer |
CN112303332A (en) * | 2020-10-09 | 2021-02-02 | 中铁十局集团第八工程有限公司 | Pipe work apparatus and method for pipe gallery |
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2018
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
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CN108775153A (en) * | 2018-05-22 | 2018-11-09 | 浙江省送变电工程有限公司 | Conduit lifting device and method for the perfusion of power transmission tower concrete filled steel tube high-altitude |
CN109881894A (en) * | 2019-03-18 | 2019-06-14 | 中铁建设集团有限公司 | A kind of tremie bottler placer |
CN109881894B (en) * | 2019-03-18 | 2023-12-19 | 中铁建设集团有限公司 | Concrete conduit filling machine |
CN112303332A (en) * | 2020-10-09 | 2021-02-02 | 中铁十局集团第八工程有限公司 | Pipe work apparatus and method for pipe gallery |
CN112303332B (en) * | 2020-10-09 | 2022-06-24 | 中铁十局集团第八工程有限公司 | Pipe work apparatus and method for pipe gallery |
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