[go: up one dir, main page]

CN107178079A - It is a kind of to be applied to filling pile cage of reinforcement and the tool platform of catheter positioning - Google Patents

It is a kind of to be applied to filling pile cage of reinforcement and the tool platform of catheter positioning Download PDF

Info

Publication number
CN107178079A
CN107178079A CN201710609800.7A CN201710609800A CN107178079A CN 107178079 A CN107178079 A CN 107178079A CN 201710609800 A CN201710609800 A CN 201710609800A CN 107178079 A CN107178079 A CN 107178079A
Authority
CN
China
Prior art keywords
platform
frame
positioning
frame rails
steel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN201710609800.7A
Other languages
Chinese (zh)
Other versions
CN107178079B (en
Inventor
彭强
王辉
种爱秀
康学云
田雨金
姚斌
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
CCCC Second Harbor Engineering Co
CCCC SHEC Fourth Engineering Co Ltd
Original Assignee
CCCC Second Harbor Engineering Co
CCCC SHEC Fourth Engineering Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by CCCC Second Harbor Engineering Co, CCCC SHEC Fourth Engineering Co Ltd filed Critical CCCC Second Harbor Engineering Co
Priority to CN201710609800.7A priority Critical patent/CN107178079B/en
Publication of CN107178079A publication Critical patent/CN107178079A/en
Application granted granted Critical
Publication of CN107178079B publication Critical patent/CN107178079B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0026Metals
    • E02D2300/0029Steel; Iron
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/20Miscellaneous comprising details of connection between elements

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

本发明公开了一种适用于灌注桩钢筋笼及导管定位的工具平台,属于土木工程施工领域,包括钢筋笼定位平台和导管定位平台,钢筋笼定位平台包括框架主体,以及设于框架主体上用以活动支撑钢筋笼的活动支撑机构;导管定位平台设于框架主体的框架纵梁上并能沿框架纵梁来回滑移。本发明很好地解决超长、超重及竖向主筋间隙小的桩基钢筋笼的快速安全定位又可实现混凝土浇筑导管定位操作平台的快速就位和安全性,同时还避免钢筋笼直接支撑在单个钢护筒顶口造成钢护筒突沉的风险,也避免导管定位平台直接搁置在钢护筒顶口时的滑落和倾覆风险。

The invention discloses a tool platform suitable for the positioning of cast-in-situ pile reinforcement cages and conduits, which belongs to the field of civil engineering construction and includes a reinforcement cage positioning platform and a conduit positioning platform. A movable supporting mechanism that supports the steel cage in a movable manner; the conduit positioning platform is arranged on the frame longitudinal beam of the frame main body and can slide back and forth along the frame longitudinal beam. The invention solves the problem of fast and safe positioning of the super-long, super-heavy and small vertical main reinforcement steel cage, and can realize the fast positioning and safety of the concrete pouring conduit positioning operation platform, and at the same time avoids the direct support of the steel cage on the pile foundation. A single steel casing top opening causes the risk of sudden sinking of the steel casing, and also avoids the risk of slipping and overturning when the catheter positioning platform is placed directly on the top opening of the steel casing.

Description

一种适用于灌注桩钢筋笼及导管定位的工具平台A tool platform suitable for the positioning of cast-in-place pile reinforcement cages and conduits

技术领域technical field

本发明属于土木工程施工领域,尤其涉及一种用于灌注桩钢筋笼接长和混凝土浇筑的装置。The invention belongs to the field of civil engineering construction, and in particular relates to a device for lengthening reinforced cages of cast-in-place piles and pouring concrete.

背景技术Background technique

现有技术中在灌注桩施工时,钢筋笼接长过程中往往采用插入型钢支撑在钢护筒顶口的方式对钢筋笼定位,在插拔型钢时对操作人员的体力消耗极大,同时也存在一定的安全风险;随着土木工程技术的发展,大直径的深长桩越来越多,使得桩身钢筋笼越来越重、分节越来越多、竖向主筋之间的间隙也越来越小,造成大型号的型钢无法贯穿竖向主筋之间的间隙,小型号的型钢强度又无法满足受力要求,同时分节增多带来操作工的工作强度成倍增加。为了解决此类问题,采用打捎方式对钢筋笼定位的工艺开始应用,但是打捎工艺的关键结构打捎盘仍旧支撑在钢护筒顶口,存在钢护筒突沉的风险,同时打捎盘能够提供的工人操作面很小,存在施工安全隐患。在混凝土浇筑时,往往将导管支撑平台吊放后直接搁置在钢护筒顶口,存在倾覆风险,安全隐患大。In the prior art, during the construction of cast-in-situ piles, the steel cage is often positioned by inserting section steel to support the top of the steel casing during the lengthening process of the steel cage. When inserting and pulling out the section steel, the physical strength of the operator is greatly consumed, and it is also There are certain safety risks; with the development of civil engineering technology, there are more and more large-diameter deep and long piles, which makes the reinforcement cage of the pile body heavier and more segmented, and the gap between the vertical main bars is also smaller. The smaller the size, the larger the section steel cannot penetrate the gap between the vertical main bars, and the strength of the smaller section steel cannot meet the force requirements. At the same time, the increase in the number of sections will double the work intensity of the operator. In order to solve this kind of problem, the process of positioning the steel cage by adopting the piggyback method has begun to be applied, but the piggyback plate, the key structure of the piggyback process, is still supported on the top of the steel casing, and there is a risk of the steel casing sinking suddenly. The operator's operating surface that the tray can provide is very small, and there are hidden dangers in construction safety. When pouring concrete, the conduit support platform is often hoisted and placed directly on the top of the steel casing, which poses a risk of overturning and poses a great safety hazard.

发明内容Contents of the invention

本发明的目的在于:本发明创造基于灌注桩钢筋笼接长过程中的定位工艺和混凝土浇筑过程中导管接长及提升时的定位工艺,提出一种适用于灌注桩钢筋笼及导管定位的工具平台可满足上述两个工艺环节的需求,很好地解决超长、超重及竖向主筋间隙小的桩基钢筋笼的快速安全定位又可实现混凝土浇筑导管定位操作平台的快速就位和安全性,同时还避免钢筋笼直接支撑在单个钢护筒顶口造成钢护筒突沉的风险,也避免导管定位平台直接搁置在钢护筒顶口时的滑落和倾覆风险。The purpose of the present invention is: the present invention creates a positioning technology based on the positioning technology in the lengthening process of the cast-in-place pile reinforcement cage and the positioning technology when the conduit is lengthened and lifted during the concrete pouring process, and proposes a tool suitable for positioning the cast-in-place pile reinforcement cage and conduit The platform can meet the needs of the above two process links, and can well solve the problem of fast and safe positioning of pile foundation reinforcement cages with super long, overweight and small vertical main reinforcement gaps. It can also realize the rapid positioning and safety of the concrete pouring conduit positioning operation platform At the same time, it also avoids the risk of sudden sinking of the steel casing caused by the steel cage being directly supported on the top of a single steel casing, and also avoids the risk of slipping and overturning when the catheter positioning platform is placed directly on the top of the steel casing.

本发明的目的通过下述技术方案来实现:The purpose of the present invention is achieved through the following technical solutions:

一种适用于灌注桩钢筋笼及导管定位的工具平台,包括钢筋笼定位平台和导管定位平台,钢筋笼定位平台包括框架主体,以及设于框架主体上用以活动支撑钢筋笼的活动支撑机构,框架主体包括一对并排间隔设置的框架纵梁,连接于两框架纵梁之间的一对并列间隔设置的框架横梁,以及连接框架纵梁和框架横梁的框架斜梁,框架纵梁长度超出框架横梁范围外,在框架横梁外形成延伸臂,两框架横梁在两框架纵梁之间与框架纵梁围成正方形框架结构,框架斜梁位于该正方形框架结构四角并与框架纵梁和框架横梁围成供钢筋笼下放的孔口;若干个活动支撑机构环绕该孔口周边分别设于框架纵梁和框架横梁以及框架斜梁上,活动支撑机构包括活动贯穿框架纵梁、框架横梁或框架斜梁的插销,插销能相对框架纵梁、框架横梁或框架斜梁朝向孔口来回移动而插入孔口内或退出孔口外;导管定位平台设于框架主体的框架纵梁上并能沿框架纵梁来回滑移,框架纵梁上设有限位机构,限位机构限位导管定位平台在框架纵梁的延伸臂至正方形框架结构部分之间来回滑移,导管定位平台包括设于横跨于两框架纵梁上的平台支架,以及设于平台支架上的导管卡板操作平台,且当导管定位平台滑移至框架主体的正方形框架结构位置时,导管卡板操作平台位于孔口上方;导管卡板操作平台上设有供导管下放的导管孔,导管卡板操作平台由两扇能够相对转动打开的平台板构成,导管孔由两平台板前端边沿上的缺口拼合构成。A tool platform suitable for positioning steel cages and conduits of cast-in-situ piles, including a reinforcement cage positioning platform and a conduit positioning platform, the reinforcement cage positioning platform includes a frame main body, and a movable supporting mechanism arranged on the frame main body to movably support the reinforcement cage, The main body of the frame includes a pair of frame longitudinal beams arranged side by side at intervals, a pair of frame beams arranged side by side and spaced apart between the two frame longitudinal beams, and a frame inclined beam connecting the frame longitudinal beams and frame cross beams, the length of the frame longitudinal beams exceeds the frame Outside the range of the beam, an extension arm is formed outside the frame beam. The two frame beams form a square frame structure with the frame beam between the two frame beams. It is an opening for the lowering of the reinforcement cage; several movable support mechanisms are respectively arranged on the frame longitudinal beam, frame cross beam and frame inclined beam around the opening, and the movable support mechanisms include movable frame longitudinal beams, frame cross beams or frame inclined beams. The pin can move back and forth relative to the frame longitudinal beam, frame beam or frame slanting beam towards the orifice and insert into the orifice or exit the orifice; the catheter positioning platform is set on the frame longitudinal beam of the frame body and can slide back and forth along the frame longitudinal beam The frame stringer is provided with a limit mechanism, and the limit mechanism limits the conduit positioning platform to slide back and forth between the extension arm of the frame stringer and the square frame structure part. The conduit positioning platform includes The platform bracket on the platform, and the catheter clamping plate operating platform arranged on the platform bracket, and when the catheter positioning platform slides to the square frame structure position of the frame main body, the catheter clamping plate operating platform is located above the orifice; the catheter clamping plate operating platform A conduit hole for lowering the conduit is provided on the top. The conduit clamping plate operation platform is composed of two platform plates that can be relatively rotated and opened. The conduit hole is composed of gaps on the front edges of the two platform plates.

作为选择,框架纵梁和框架横梁以及框架斜梁均为H型钢,H型钢的腹板上开有供插销活动贯穿的孔洞,活动支撑机构还包括环绕该孔洞和插销设置的一对第一竖直加劲板和一对水平加劲板,以及连接水平加劲板和H型钢的翼缘的第二竖直加劲板,两第一竖直加劲板和两水平加劲板围成一供插销来回滑移的长方体通道。该方案中,结构简单、受力可靠、使用方便灵活,可以为大直径的深长桩的钢筋笼提供可靠支撑。As an option, the frame longitudinal girders, frame cross girders and frame oblique girders are all H-shaped steel, and the web plate of the H-shaped steel has a hole for the bolt to move through. A straight stiffener, a pair of horizontal stiffeners, and a second vertical stiffener connecting the horizontal stiffener and the flange of the H-shaped steel. cuboid channel. In this scheme, the structure is simple, the force is reliable, the use is convenient and flexible, and it can provide reliable support for the steel cage of the deep and long pile with large diameter.

作为选择,框架纵梁上的限位机构为沿框架纵梁设置的角钢,角钢与框架纵梁上表面之间形成供导管定位平台滑移的滑移卡槽。该方案中,角钢和框架梁形成卡槽即可限制导管限位平台的滑落和倾覆,又可在工序转换过程中使导管平台在卡槽中滑移。As an option, the limit mechanism on the frame stringer is an angle steel arranged along the frame stringer, and a sliding slot for sliding of the conduit positioning platform is formed between the angle steel and the upper surface of the frame stringer. In this scheme, the angle steel and the frame beam form a slot to limit the sliding and overturning of the conduit limiting platform, and also allow the conduit platform to slide in the slot during the process conversion process.

作为选择,各活动支撑机构在孔口的圆周上均匀分布,其朝向指向孔口的圆心。该方案中,活动支撑机构受力均衡、稳定、可靠。Alternatively, each movable supporting mechanism is evenly distributed on the circumference of the orifice, and its orientation points to the center of the orifice. In this scheme, the force of the movable supporting mechanism is balanced, stable and reliable.

前述本发明主方案及其各进一步选择方案可以自由组合以形成多个方案,均为本发明可采用并要求保护的方案;并且本发明,(各非冲突选择)选择之间以及和其他选择之间也可以自由组合。本领域技术人员在了解本发明方案后根据现有技术和公知常识可明了有多种组合,均为本发明所要保护的技术方案,在此不做穷举。The above-mentioned main scheme of the present invention and its further options can be freely combined to form multiple schemes, all of which are applicable and claimed in the present invention; can also be combined freely. After understanding the solution of the present invention, those skilled in the art can understand that there are various combinations based on the prior art and common knowledge, all of which are technical solutions to be protected by the present invention, and are not exhaustive here.

本申请的平台装置相比较现有技术具有三个特点:Compared with the prior art, the platform device of the present application has three characteristics:

1、现有钢筋笼接长临时定位常用的做法是直接从竖向主筋间隙中插入型钢,并将型钢支撑在护筒顶口,操作人员往往站在支撑型钢上进行钢筋接长操作,这样的做法存在护筒突然下沉所带来的人员安全和质量风险,同时在大直径和超长桩基施工时小型号型钢无法满足支撑钢筋笼自重时的受力要求,大型号的型钢又无法从钢筋笼竖向主筋中间贯穿。本申请工具平台通过框架梁直接支撑在护筒外围承重结构上,避免了护筒集中承载钢筋笼自重带来的突然下沉风险,同时通过平台四周的插销对钢筋笼进行临时定位,轻便的插销仅需一个操作工人即可轻松插拔,操作效率大大提高;1. The commonly used method for temporary positioning of existing reinforcement cage extensions is to directly insert profiled steel from the vertical main reinforcement gap, and support the profiled steel on the top of the protective tube. Operators often stand on the supporting profiled steel to carry out the operation of reinforcing bar extension. There are risks to personnel safety and quality caused by the sudden sinking of the casing. At the same time, during the construction of large-diameter and super-long pile foundations, the small-sized section steel cannot meet the force requirements when supporting the self-weight of the reinforcement cage, and the large-scale section steel cannot be removed from the pile. The reinforcement cage runs through the middle of the vertical main reinforcement. The tool platform of this application is directly supported on the outer load-bearing structure of the casing through the frame beam, which avoids the risk of sudden sinking caused by the self-weight of the reinforcement cage concentrated on the casing. At the same time, the reinforcement cage is temporarily positioned through the bolts around the platform. The light bolt It can be easily plugged and unplugged with only one operator, and the operation efficiency is greatly improved;

2、在桩基混凝土浇筑时常规的做法是将导管定位平台直接支撑在护筒顶口,这样的做法既存在所有荷载作用在护筒上造成突然下沉风险也存在平台从护筒口滑落和倾覆的风险。本申请工具平台中将导管定位平台通过限位装置的角钢与框架梁进行连接,角钢和框架梁形成卡槽即可限制导管限位平台的滑落和倾覆,又可在工序转换过程中使导管平台在卡槽中滑移;2. When pouring pile foundation concrete, the conventional method is to directly support the conduit positioning platform on the top opening of the casing. In this way, there is a risk of sudden subsidence caused by all the loads acting on the casing, and there is also the possibility that the platform will slip and overturn from the casing opening risks of. In the tool platform of this application, the catheter positioning platform is connected to the frame beam through the angle steel of the limiting device, and the angle steel and the frame beam form a slot to limit the sliding and overturning of the catheter limiting platform, and to make the catheter platform during the process conversion process slide in the card slot;

3、灌注桩施工中钢筋笼接长和混凝土浇筑导管定位这两个工具所使用的措施结构往往是独立的,每次工序转换都要先吊离前一个工序的措施结构再吊装就位后一个工序的措施结构,效率低下。本申请工具式平台将此两个工序的平台集成在一起,在钢筋笼接长过程中仅需将导管定位平台滑移到端头,不妨碍该工序的操作,进入下一个工序时仅需将导管定位平台滑移到护筒孔口,高效快捷。3. In the construction of cast-in-situ piles, the measures and structures used by the two tools of steel cage lengthening and concrete pouring conduit positioning are often independent. Each process change must be lifted from the measure structure of the previous process and then hoisted in place. The measure structure of the process is inefficient. The tool-type platform of this application integrates the platforms of these two processes. In the process of steel cage lengthening, it is only necessary to slide the catheter positioning platform to the end without hindering the operation of this process. When entering the next process, only need to move the The catheter positioning platform slides to the opening of the casing, which is efficient and quick.

本发明的有益效果:Beneficial effects of the present invention:

1、安全可靠。避免了钢护筒突沉带来的安全风险;1. Safe and reliable. The safety risk caused by the sudden sinking of the steel casing is avoided;

2、高效快捷。为操作人员提供了安全可靠的作业平台,所需人员操作的措施构件简洁轻便,大大提高了作业效率;2. Efficient and quick. A safe and reliable working platform is provided for the operators, and the measures and components required for the operation of the required personnel are simple and light, which greatly improves the working efficiency;

3、减少了现场操作,具有较高的经济性。将钢筋笼下放和混凝土浇筑两工序所需的措施结构集成在一个平台上,减小了工序转换时的吊装作业,节约了能源和设备的耗费。3. It reduces on-site operations and has high economy. The measures and structures required for the lowering of the reinforcement cage and the pouring of the concrete are integrated on one platform, which reduces the hoisting operation during the conversion of the process and saves energy and equipment costs.

附图说明Description of drawings

图1是本发明实施例的钢筋笼下放时的平面结构示意图;Fig. 1 is the plane structure schematic diagram when the reinforcement cage of the embodiment of the present invention is lowered;

图2是本发明实施例的导管下放时的平面结构示意图;Fig. 2 is a schematic plan view of the catheter when it is lowered according to an embodiment of the present invention;

图3是本发明实施例的立面结构示意图;Fig. 3 is the elevation structure schematic diagram of the embodiment of the present invention;

图4是本发明实施例的钢筋笼定位平台的平面结构示意图;Fig. 4 is the schematic plan view of the reinforcement cage positioning platform of the embodiment of the present invention;

图5是图4的1-1剖视图;Fig. 5 is 1-1 sectional view of Fig. 4;

图6是图5的2-2剖视图;Fig. 6 is a 2-2 sectional view of Fig. 5;

图7是本发明实施例的导管定位平台的平面结构示意图;7 is a schematic plan view of the catheter positioning platform according to an embodiment of the present invention;

图中,1为钢筋笼定位平台,2为导管定位平台,21为平台支架,22为导管卡板操作平台,221为平台板,23为固定操作平台,24为导管孔,3为钢筋笼,4为活动支撑机构,41为插销,42为第一竖直加劲板,43为水平加劲板,44为第二竖直加劲板,5为框架纵梁,51为延伸臂,6为框架横梁,7为框架斜梁,8为正方形框架结构,9为孔口,10为角钢,101为滑移卡槽,11为钢护筒,12为护筒外围承力结构,13为连系梁。In the figure, 1 is a reinforcement cage positioning platform, 2 is a catheter positioning platform, 21 is a platform bracket, 22 is a catheter clamping plate operating platform, 221 is a platform plate, 23 is a fixed operating platform, 24 is a catheter hole, 3 is a steel cage, 4 is a movable support mechanism, 41 is a latch, 42 is a first vertical stiffening plate, 43 is a horizontal stiffening plate, 44 is a second vertical stiffening plate, 5 is a frame longitudinal beam, 51 is an extension arm, and 6 is a frame beam. 7 is a frame inclined beam, 8 is a square frame structure, 9 is an opening, 10 is an angle steel, 101 is a sliding slot, 11 is a steel casing, 12 is a load-bearing structure outside the casing, and 13 is a connecting beam.

具体实施方式detailed description

下面结合具体实施例和附图对本发明作进一步的说明。The present invention will be further described below in combination with specific embodiments and accompanying drawings.

参考图1-7所示,一种适用于灌注桩钢筋笼及导管定位的工具平台,包括钢筋笼定位平台1和导管定位平台2,钢筋笼定位平台1包括框架主体,以及设于框架主体上用以活动支撑钢筋笼3的活动支撑机构4,框架主体包括一对并排间隔设置的框架纵梁5,连接于两框架纵梁5之间的一对并列间隔设置的框架横梁6,以及连接框架纵梁5和框架横梁6的框架斜梁7,框架纵梁5长度超出框架横梁6范围外,在框架横梁6外形成延伸臂51,两框架横梁6在两框架纵梁5之间与框架纵梁5围成正方形框架结构8,框架斜梁7位于该正方形框架结构8四角并与框架纵梁5和框架横梁6围成供钢筋笼3下放的孔口9;若干个活动支撑机构4环绕该孔口9周边分别设于框架纵梁5和框架横梁6以及框架斜梁7上,活动支撑机构4包括活动贯穿框架纵梁5、框架横梁6或框架斜梁7的插销41,插销41能相对框架纵梁5、框架横梁6或框架斜梁7朝向孔口9来回移动而插入孔口9内或退出孔口9外;导管定位平台2设于框架主体的框架纵梁5上并能沿框架纵梁5来回滑移,框架纵梁5上设有限位机构,限位机构限位导管定位平台2在框架纵梁5的延伸臂51至正方形框架结构8部分之间来回滑移,导管定位平台2包括设于横跨于两框架纵梁5上的平台支架21,以及设于平台支架21上的导管卡板操作平台22和固定操作平台23,且当导管定位平台2滑移至框架主体的正方形框架结构8位置时,导管卡板操作平台22位于孔口9上方;参考图3、7所示,导管卡板操作平台22上设有供导管下放的导管孔24,导管卡板操作平台22由两扇能够相对转动打开的平台板221构成,导管孔24由两平台板221前端边沿上的缺口拼合构成。As shown in Figure 1-7, a tool platform suitable for the positioning of cast-in-situ pile reinforcement cages and conduits includes a reinforcement cage positioning platform 1 and a conduit positioning platform 2, and the reinforcement cage positioning platform 1 includes a frame body and is arranged on the frame body. The movable support mechanism 4 used to support the steel cage 3 in a movable manner, the frame main body includes a pair of frame longitudinal beams 5 arranged side by side at intervals, a pair of frame beams 6 arranged at intervals arranged side by side and connected between the two frame longitudinal beams 5, and the connecting frame The frame slanting beam 7 of the longitudinal beam 5 and the frame beam 6, the length of the frame longitudinal beam 5 exceeds the scope of the frame beam 6, and an extension arm 51 is formed outside the frame beam 6, and the two frame beams 6 are connected to the frame longitudinal beam between the two frame beams 5. The beams 5 form a square frame structure 8, and the frame slanting beams 7 are located at the four corners of the square frame structure 8 and enclose with the frame longitudinal beams 5 and frame cross beams 6 to form an opening 9 for the reinforcement cage 3 to be lowered; several movable supporting mechanisms 4 surround the The periphery of the aperture 9 is respectively arranged on the frame longitudinal beam 5, the frame cross beam 6 and the frame slant beam 7, and the movable support mechanism 4 includes a latch 41 which can move through the frame longitudinal beam 5, the frame cross beam 6 or the frame slant beam 7, and the latch 41 can be relatively The frame longitudinal beam 5, the frame cross beam 6 or the frame slanting beam 7 moves back and forth toward the aperture 9 and is inserted into the aperture 9 or withdrawn from the aperture 9; the conduit positioning platform 2 is arranged on the frame longitudinal beam 5 of the frame main body and can The longitudinal beam 5 slides back and forth, the frame longitudinal beam 5 is provided with a limit mechanism, the limit mechanism limits the catheter positioning platform 2 to slide back and forth between the extension arm 51 of the frame longitudinal beam 5 and the square frame structure 8, and the catheter positioning platform 2 includes the platform support 21 that is arranged on the longitudinal beams 5 of the two frames, as well as the conduit clamping operation platform 22 and the fixed operation platform 23 that are arranged on the platform support 21, and when the conduit positioning platform 2 slides to the frame main body When the square frame structure is at 8 positions, the conduit clamp operating platform 22 is located above the aperture 9; as shown in Fig. It is composed of two platform plates 221 that can be relatively rotated and opened, and the conduit hole 24 is composed of gaps on the front edges of the two platform plates 221 .

作为选择,如本实施例附图4-6所示,框架纵梁5和框架横梁6以及框架斜梁7均为H型钢,框架纵梁5之间还设有连系梁13,H型钢的腹板上开有供插销41活动贯穿的孔洞,活动支撑机构4还包括环绕该孔洞和插销41设置的一对第一竖直加劲板42和一对水平加劲板43,以及连接水平加劲板43和H型钢的翼缘的第二竖直加劲板44,两第一竖直加劲板42和两水平加劲板43围成一供插销41来回滑移的长方体通道。参考图3所示,框架纵梁5上的限位机构为沿框架纵梁5设置的角钢10,角钢10与框架纵梁5上表面之间形成供导管定位平台2滑移的滑移卡槽101。各活动支撑机构4在孔口9的圆周上均匀分布,其朝向指向孔口9的圆心,如图1、2所示,本实施例中布置了8个活动支撑机构4。As an option, as shown in accompanying drawings 4-6 of this embodiment, the frame longitudinal beams 5, frame cross beams 6 and frame inclined beams 7 are all H-shaped steel, and a connecting beam 13 is also provided between the frame longitudinal beams 5, and the H-shaped steel There is a hole on the web for the bolt 41 to move through, and the movable support mechanism 4 also includes a pair of first vertical stiffeners 42 and a pair of horizontal stiffeners 43 arranged around the hole and the bolt 41, and connecting horizontal stiffeners 43 And the second vertical stiffener 44 of the flange of the H-shaped steel, two first vertical stiffeners 42 and two horizontal stiffeners 43 enclose a cuboid passage for the latch 41 to slide back and forth. As shown in FIG. 3 , the limit mechanism on the frame stringer 5 is an angle steel 10 arranged along the frame stringer 5 , and a sliding slot for the conduit positioning platform 2 to slide is formed between the angle steel 10 and the upper surface of the frame stringer 5 101. Each movable supporting mechanism 4 is evenly distributed on the circumference of the orifice 9, and its orientation points to the center of the orifice 9. As shown in Figures 1 and 2, eight movable supporting mechanisms 4 are arranged in this embodiment.

以上所述仅为本发明的较佳实施例而已,并不用以限制本发明,凡在本发明的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present invention should be included in the protection of the present invention. within range.

Claims (4)

1. a kind of be applied to filling pile cage of reinforcement and the tool platform of catheter positioning, including steel reinforcement cage locating platform and catheter positioning Platform, it is characterised in that:Steel reinforcement cage locating platform includes chassis body, and to movable supporting reinforcing bar in chassis body The movable support mechanism of cage, chassis body includes the spaced frame rails of pair of parellel, is connected between two frame rails A pair of spaced cruciform bracings arranged side by side, and connection framework longeron and cruciform bracing framework cant beam, frame rails are long Degree forms adjutage outside the cruciform bracing scope outside cruciform bracing, two cruciform bracings between two frame rails with framework Longeron surrounds square frame structure, framework cant beam be located at the square frame structure corner and with frame rails and cruciform bracing Surround the aperture transferred for steel reinforcement cage;Several movable support mechanisms are respectively arranged on frame rails and framework around the aperture periphery On crossbeam and framework cant beam, movable support mechanism includes the latch that activity runs through frame rails, cruciform bracing or framework cant beam, Latch energy opposing frame longeron, cruciform bracing or framework cant beam move back and forth towards aperture and patchhole is intraoral or exit aperture Outside;Catheter positioning platform is in the frame rails of chassis body and can back and forth be slid along frame rails, and frame rails are provided with Position-limit mechanism, the spacing catheter positioning platform of position-limit mechanism comes in the adjutage of frame rails between square frame structure division Sliding is returned, catheter positioning platform is included located at the platform support being across in two frame rails, and on platform support Conduit clamp operating platform, and when catheter positioning platform slides onto the square frame locations of structures of chassis body, catheter clip Plate operating platform is located above aperture;Conduit clamp operating platform is provided with the guide hole transferred for conduit, the operation of conduit clamp The landing slab that platform can relatively rotate opening by two fans is constituted, breach split structure of the guide hole in two landing slab front edge Into.
2. as claimed in claim 1 suitable for filling pile cage of reinforcement and the tool platform of catheter positioning, it is characterised in that:Framework Longeron and cruciform bracing and framework cant beam are the hole for being provided with and running through for latch activity on H profile steel, the web of H profile steel, living Dynamic supporting mechanism also includes a pair of the first vertical stiffeners and a pair of sash plates set around the hole and latch, and The second vertical stiffener on the edge of a wing of sash plate and H profile steel is connected, two first vertical stiffeners and two sash plates enclose Into a cuboid passage slid back and forth for latch.
3. as claimed in claim 1 suitable for filling pile cage of reinforcement and the tool platform of catheter positioning, it is characterised in that:Framework Position-limit mechanism on longeron is the angle steel set along frame rails, is formed between angle steel and frame rails upper surface and supplies catheter positioning The sliding neck of platform sliding.
4. as claimed in claim 1 suitable for filling pile cage of reinforcement and the tool platform of catheter positioning, it is characterised in that:Each work Dynamic supporting mechanism is uniformly distributed on the circumference in aperture, and its direction points to the center of circle in aperture.
CN201710609800.7A 2017-07-25 2017-07-25 Tool platform suitable for positioning cast-in-place pile reinforcement cage and guide pipe Active CN107178079B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710609800.7A CN107178079B (en) 2017-07-25 2017-07-25 Tool platform suitable for positioning cast-in-place pile reinforcement cage and guide pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710609800.7A CN107178079B (en) 2017-07-25 2017-07-25 Tool platform suitable for positioning cast-in-place pile reinforcement cage and guide pipe

Publications (2)

Publication Number Publication Date
CN107178079A true CN107178079A (en) 2017-09-19
CN107178079B CN107178079B (en) 2023-03-31

Family

ID=59837581

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710609800.7A Active CN107178079B (en) 2017-07-25 2017-07-25 Tool platform suitable for positioning cast-in-place pile reinforcement cage and guide pipe

Country Status (1)

Country Link
CN (1) CN107178079B (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108385672A (en) * 2018-03-07 2018-08-10 中国建筑第八工程局有限公司 The construction platform device and its construction method of cast-in-situ bored pile
CN108797597A (en) * 2018-06-27 2018-11-13 中铁二局集团有限公司 A kind of steel reinforcement cage mounting platform and its application method
CN109235442A (en) * 2018-10-17 2019-01-18 中铁六局集团广州工程有限公司 A kind of Pile Installation Platform and pile base construction method
CN109252511A (en) * 2018-10-23 2019-01-22 杭州市市政工程集团有限公司 A kind of installation of steel reinforcement cage and concrete casting platform
CN109797739A (en) * 2019-01-18 2019-05-24 聊城安泰黄河水利工程维修养护有限公司 A kind of reinforcement cage immersion device and its construction method for concrete-pile construction
CN112523204A (en) * 2020-11-24 2021-03-19 中铁大桥局集团第六工程有限公司 Construction platform for placing reinforcement cage under cast-in-place pile and construction method thereof
CN112982923A (en) * 2021-03-11 2021-06-18 西南交通建设集团股份有限公司 Pile foundation construction platform
CN113430935A (en) * 2021-05-18 2021-09-24 中铁大桥局集团第五工程有限公司 Large-diameter pile foundation reinforcement cage orifice positioning support and mounting method thereof
CN115652912A (en) * 2022-09-24 2023-01-31 中交第二航务工程局有限公司 Portable auxiliary device for positioning and correcting lattice column of foundation pit bored concrete pile orifice and using method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06287942A (en) * 1993-04-06 1994-10-11 Takenaka Komuten Co Ltd Installing method of guide pipe for compaction pile
CN103556627A (en) * 2013-10-31 2014-02-05 中铁港航局集团有限公司 Cage hanging structure for hoisting large-diameter hole drilling filling pile steel bar cage
CN104652445A (en) * 2013-11-22 2015-05-27 中冶天工上海十三冶建设有限公司 Pile and column steel latticed column location device for deep foundation pits and construction method for location device

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06287942A (en) * 1993-04-06 1994-10-11 Takenaka Komuten Co Ltd Installing method of guide pipe for compaction pile
CN103556627A (en) * 2013-10-31 2014-02-05 中铁港航局集团有限公司 Cage hanging structure for hoisting large-diameter hole drilling filling pile steel bar cage
CN104652445A (en) * 2013-11-22 2015-05-27 中冶天工上海十三冶建设有限公司 Pile and column steel latticed column location device for deep foundation pits and construction method for location device

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108385672A (en) * 2018-03-07 2018-08-10 中国建筑第八工程局有限公司 The construction platform device and its construction method of cast-in-situ bored pile
CN108797597A (en) * 2018-06-27 2018-11-13 中铁二局集团有限公司 A kind of steel reinforcement cage mounting platform and its application method
CN109235442A (en) * 2018-10-17 2019-01-18 中铁六局集团广州工程有限公司 A kind of Pile Installation Platform and pile base construction method
CN109252511A (en) * 2018-10-23 2019-01-22 杭州市市政工程集团有限公司 A kind of installation of steel reinforcement cage and concrete casting platform
CN109797739A (en) * 2019-01-18 2019-05-24 聊城安泰黄河水利工程维修养护有限公司 A kind of reinforcement cage immersion device and its construction method for concrete-pile construction
CN112523204A (en) * 2020-11-24 2021-03-19 中铁大桥局集团第六工程有限公司 Construction platform for placing reinforcement cage under cast-in-place pile and construction method thereof
CN112982923A (en) * 2021-03-11 2021-06-18 西南交通建设集团股份有限公司 Pile foundation construction platform
CN113430935A (en) * 2021-05-18 2021-09-24 中铁大桥局集团第五工程有限公司 Large-diameter pile foundation reinforcement cage orifice positioning support and mounting method thereof
CN115652912A (en) * 2022-09-24 2023-01-31 中交第二航务工程局有限公司 Portable auxiliary device for positioning and correcting lattice column of foundation pit bored concrete pile orifice and using method

Also Published As

Publication number Publication date
CN107178079B (en) 2023-03-31

Similar Documents

Publication Publication Date Title
CN107178079B (en) Tool platform suitable for positioning cast-in-place pile reinforcement cage and guide pipe
CN107191676B (en) Construction method of buried pipeline
CN104234723B (en) A kind of open trench tunnel square-section self-propelled mobile falsework chassis
CN104963301A (en) Dragging, translating and lowering device and method for dismantling pier top beam section and pier
CN106193054B (en) A kind of support system and its construction method for subway foundation pit
CN104453231A (en) Gantry type building construction hoisting device and its manufacturing and construction method
CN102653938B (en) Offshore dismantling construction method for descending movable formwork
CN106592962A (en) Large-height-difference long-span stiff-skeleton cladding concrete formwork construction method and apparatus
CN207812523U (en) Anchor jacked pile constructing device
CN111472526A (en) A rock wall reinforced suspended operating platform
CN217420487U (en) Movable full-hall support
CN106012860A (en) Quick detachment device and quick detachment method for detaching steel structure in narrow space
CN112921785A (en) Telescopic sliding formwork device for prefabricating steel-concrete composite beam
CN207092071U (en) It is a kind of to be applied to filling pile cage of reinforcement and the tool platform of catheter positioning
CN216587619U (en) Construction tool type elevator shaft operating platform
CN106437727A (en) Pumped storage power station inclined shaft construction variable-angle expanding excavation trolley
CN207499883U (en) A kind of Middle Wall of Multi-Arch Highway Tunnel movable type Speed Pinyin die set device
CN215101591U (en) A shield constructs quick-witted hoisting structure for secretly dig construction
CN210598156U (en) Steel shotcrete demolishs auxiliary device
CN204524596U (en) A kind of dismountable self-locking overhead welding operating platform
CN203795461U (en) Profile steel platform of tool type tower crane
CN210482970U (en) Extension formula elevartor shaft construction operation protection platform
CN216240777U (en) Longitudinal beam safety escape pipeline device for tunnel inverted arch trestle
CN205421886U (en) Novel instrument formula elevator shaft operating platform
CN221919409U (en) A multifunctional guide frame

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant