CN116393628A - Semi-automatic rolling machine for bored concrete pile reinforcement cage and use method - Google Patents
Semi-automatic rolling machine for bored concrete pile reinforcement cage and use method Download PDFInfo
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- CN116393628A CN116393628A CN202310334679.7A CN202310334679A CN116393628A CN 116393628 A CN116393628 A CN 116393628A CN 202310334679 A CN202310334679 A CN 202310334679A CN 116393628 A CN116393628 A CN 116393628A
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21F—WORKING OR PROCESSING OF METAL WIRE
- B21F27/00—Making wire network, i.e. wire nets
- B21F27/08—Making wire network, i.e. wire nets with additional connecting elements or material at crossings
- B21F27/10—Making wire network, i.e. wire nets with additional connecting elements or material at crossings with soldered or welded crossings
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21F—WORKING OR PROCESSING OF METAL WIRE
- B21F27/00—Making wire network, i.e. wire nets
- B21F27/12—Making special types or portions of network by methods or means specially adapted therefor
- B21F27/121—Making special types or portions of network by methods or means specially adapted therefor of tubular form, e.g. as reinforcements for pipes or pillars
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
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Abstract
Description
技术领域technical field
本申请涉及工程施工的技术领域,具体而言,涉及一种灌注桩钢筋笼半自动滚装机及使用方法。The application relates to the technical field of engineering construction, in particular, to a semi-automatic rolling-on-rolling machine for cast-in-place pile reinforcement cages and a method of use thereof.
背景技术Background technique
现如今钻孔灌注桩在建筑工程、市政工程、公路工程等各个专业领域被广泛应用,而灌注桩钢筋笼的制作仍然大部分采用工人纯手工滚动在钢筋环上一根根进行焊接而成,施工效率低、精度差,时常因为钢筋间距过大或过小导致返工重焊。在大面积使用灌注桩工艺的场景中,极大的阻碍了工程进度、而采购和进场安装大型钢筋笼滚焊机,造价高、安拆费用高,大大增加了施工成本,影响了整体施工现场进度和施工成本控制。Nowadays, bored cast-in-place piles are widely used in various professional fields such as construction engineering, municipal engineering, and highway engineering. However, most of the steel cages of cast-in-place piles are still made by workers rolling and welding one by one on the steel ring by hand. The construction efficiency is low and the precision is poor, and rework and rewelding are often caused by too large or too small steel bar spacing. In the scene where cast-in-situ pile technology is used in a large area, the progress of the project is greatly hindered, and the purchase and installation of a large steel cage roll welding machine is high in cost, installation and dismantling, which greatly increases the construction cost and affects the overall construction. Site schedule and construction cost control.
发明内容Contents of the invention
本发明所要解决的技术问题在于针对上述存在的问题,提供一种灌注桩钢筋笼半自动滚装机及使用方法,通过试验数据及调试,分别经纵向钢筋定位焊接平台和横向螺旋钢筋焊接平台,对钢筋笼纵横钢筋进行半自动转动焊接。The technical problem to be solved by the present invention is to provide a semi-automatic roll-on machine for cast-in-situ pile reinforcement cage and its use method in view of the above-mentioned existing problems. Through the test data and debugging, the positioning welding platform for longitudinal reinforcement and the welding platform for horizontal spiral reinforcement are used respectively. Cage vertical and horizontal steel bars are semi-automatically rotated and welded.
本申请的实施例是这样实现的:The embodiment of the application is realized like this:
本申请实施例提供一种灌注桩钢筋笼半自动滚装机,其特征在于,包括纵向钢筋定位焊接平台和横向螺旋钢筋焊接平台,所述纵向钢筋定位焊接平台和横向螺旋钢筋焊接平台上均设有钢筋笼限位装置;The embodiment of the present application provides a semi-automatic roll-on machine for cast-in-place pile reinforcement cage, which is characterized in that it includes a longitudinal reinforcement positioning welding platform and a transverse spiral reinforcement welding platform, and the longitudinal reinforcement positioning welding platform and the transverse spiral reinforcement welding platform are equipped with reinforcement bars Cage limit device;
纵向钢筋定位焊接平台包括纵向焊接平台本体、钢筋笼旋转辅助支撑装置和纵向钢筋等间距定位装置,所述钢筋笼旋转辅助支撑装置安设于所述纵向焊接平台本体中间位置,钢筋笼旋转辅助支撑装置的左右两侧对称设有所述钢筋笼限位装置,所述纵向钢筋等间距定位装置对应钢筋笼的一侧设置;The longitudinal reinforcement positioning welding platform includes a longitudinal welding platform body, a steel cage rotation auxiliary support device and a longitudinal reinforcement equidistant positioning device. The reinforcement cage rotation auxiliary support device is installed at the middle position of the longitudinal welding platform body, and the reinforcement cage rotation auxiliary support The left and right sides of the device are symmetrically provided with the reinforcement cage limiting device, and the longitudinal reinforcement equidistant positioning device is arranged on one side of the reinforcement cage;
横向螺旋钢筋焊接平台包括横向焊接平台本体和钢筋笼旋转平移驱动装置,所述钢筋笼旋转平移驱动装置安设于所述横向焊接平台本体中间位置,钢筋笼旋转平移驱动装置的左右两侧对称设有钢筋笼限位装置。The horizontal spiral steel bar welding platform includes a horizontal welding platform body and a steel cage rotation and translation driving device. The steel cage rotation and translation driving device is installed in the middle of the horizontal welding platform body. There is a steel cage limit device.
在一些可选的实施方案中,所述钢筋笼限位装置包括限位板、限位齿板和支撑板,所述限位齿板铺设于所述纵向焊接平台本体上,所述限位板倾斜设置,底部与纵向焊接平台本体铰接相连,所述支撑板顶端与限位板中部铰接相连,底端与限位齿板卡合限位。In some optional embodiments, the reinforcement cage limiting device includes a limiting plate, a limiting tooth plate and a support plate, the limiting tooth plate is laid on the body of the longitudinal welding platform, and the limiting plate It is arranged obliquely, the bottom is hingedly connected with the longitudinal welding platform body, the top end of the support plate is hingedly connected with the middle part of the limiting plate, and the bottom end is engaged with the limiting tooth plate to limit the position.
在一些可选的实施方案中,所述钢筋笼旋转辅助支撑装置为万向滚珠承台,包括多个滚珠,所述纵向焊接平台本体中间位置布设多个滚珠安装槽,所述多个滚珠依次嵌设于所述多个滚珠安装槽内,多个滚珠与所述钢筋笼相接触。In some optional embodiments, the auxiliary support device for the rotation of the steel cage is a universal ball bearing, including a plurality of balls, and a plurality of ball installation grooves are arranged in the middle of the longitudinal welding platform body, and the plurality of balls are arranged in turn. Embedded in the multiple ball installation grooves, the multiple balls are in contact with the reinforcement cage.
在一些可选的实施方案中,所述纵向钢筋等间距定位装置包括定位座、间距调节杆和单向弹簧压杆,所述定位座固定于所述纵向焊接平台本体上,所述间距调节杆一端与所述单向弹簧压杆的一端成夹角连接,连接处与定位座铰接相连,间距调节杆的另一端为操作手柄,间距调节杆上设有可调钢筋预置板,单向弹簧压杆的另一端向下弹性翻折。In some optional embodiments, the equidistant positioning device for longitudinal steel bars includes a positioning seat, a spacing adjustment rod and a one-way spring pressing rod, the positioning seat is fixed on the body of the longitudinal welding platform, and the spacing adjustment rod One end is connected at an angle with one end of the one-way spring pressing rod, and the joint is hingedly connected with the positioning seat. The other end of the pressing rod is elastically folded downward.
在一些可选的实施方案中,所述钢筋笼旋转平移驱动装置包括旋转承台、旋转驱动机构和多根旋转辊,所述旋转承台通过固定梁固定于所述横向焊接平台本体上,所述多根旋转辊平行设于旋转承台的顶部,与旋转承台通过轴承连接,形成钢筋笼旋转辊道,所述旋转驱动机构安设于旋转承台上,与多根旋转辊相连接。In some optional embodiments, the driving device for rotating and translating the reinforcement cage includes a rotating platform, a rotating driving mechanism and a plurality of rotating rollers, and the rotating platform is fixed on the body of the transverse welding platform through a fixed beam, so The plurality of rotating rollers are arranged in parallel on the top of the rotating platform, and are connected with the rotating platform through bearings to form a steel cage rotating roller table. The rotating drive mechanism is installed on the rotating platform and connected with the plurality of rotating rollers.
在一些可选的实施方案中,所述可调钢筋预置板包括置物板、调节套环和顶紧螺栓,调节套环外套于所述间距调节杆,通过所述顶紧螺栓与间距调节杆紧固定位,所述置物板水平固定于调节套环上。In some optional embodiments, the adjustable reinforcement pre-set plate includes a storage plate, an adjustment collar and a tightening bolt, the adjustment collar is covered with the distance adjustment rod, and the distance adjustment rod is connected by the tightening bolt and the distance adjustment rod. Fastened and positioned, the storage plate is horizontally fixed on the adjusting collar.
在一些可选的实施方案中,所述单向弹簧压杆为通过转轴铰接相连的两段式杆件,分为翻折杆和铰接杆,所述翻折杆和铰接杆的中部分别与复位弹簧的两端相连接,所述复位弹簧绕过所述转轴顶部设置,翻折杆末端对应转轴位置的顶部设有向后延伸的单向挡片。In some optional embodiments, the one-way spring pressing rod is a two-section rod connected through a hinge, and is divided into a turning rod and a hinged rod. The middle parts of the flipping rod and the hinged rod are respectively connected to the reset The two ends of the spring are connected, the return spring is set around the top of the rotating shaft, and the top of the end of the turning lever corresponding to the position of the rotating shaft is provided with a one-way blocking piece extending backward.
在一些可选的实施方案中,所述旋转驱动机构包括驱动电机和传动组件,所述传动组件包括主动轮、从动轮和传动带,所述主动轮与所述驱动电机的输出轴相连接,所述从动轮与所述多根旋转辊的轴端相连接,所述传动带绕设于主动轮和从动轮上。In some optional embodiments, the rotary driving mechanism includes a driving motor and a transmission assembly, the transmission assembly includes a driving wheel, a driven wheel and a transmission belt, and the driving wheel is connected to the output shaft of the driving motor, so The driven wheel is connected to the shaft ends of the plurality of rotating rollers, and the transmission belt is wound on the driving wheel and the driven wheel.
在一些可选的实施方案中,所述多根旋转辊上包覆聚氨酯防滑套,所述旋转承台底部中心通过紧固螺栓定位,底部侧边设有金属压板辅助定位,所述金属压板通过螺栓固定于所述固定梁上。In some optional embodiments, the plurality of rotating rollers are covered with polyurethane anti-slip sleeves, the center of the bottom of the rotating platform is positioned by fastening bolts, and the side of the bottom is provided with a metal pressure plate to assist positioning, and the metal pressure plate passes through Bolts are fixed on the fixed beam.
一种灌注桩钢筋笼半自动滚装机的使用方法,其特征在于,包括如下步骤:A method for using a semi-automatic roll-on machine for cast-in-situ pile reinforcement cage, characterized in that it includes the following steps:
S1)选定钢筋笼制作场地,并进行平整,根据钢筋笼长度,分别准备多个纵向钢筋定位焊接平台和横向螺旋钢筋焊接平台沿轴向依次排开;S1) Select the steel cage manufacturing site and level it out. According to the length of the steel cage, prepare a plurality of longitudinal steel bar positioning welding platforms and horizontal spiral steel bar welding platforms and arrange them in sequence along the axial direction;
S2)根据设计图纸要求,确定纵向钢筋的间距,调节可调钢筋预置板在间距调节杆上的位置,以及调节多根旋转辊与钢筋笼的轴向夹角,以确定横向螺旋钢筋的间距;S2) According to the requirements of the design drawings, determine the spacing of the longitudinal reinforcement, adjust the position of the adjustable reinforcement presetting plate on the spacing adjustment rod, and adjust the axial angle between the multiple rotating rollers and the reinforcement cage to determine the spacing of the transverse spiral reinforcement ;
S3)将钢筋笼内固定环放置于纵向钢筋定位焊接平台上的万向滚珠承台上,将第一根纵向钢筋放置于可调钢筋预置板上,人工逆时针方向旋转间距调节杆,直至第一根纵向钢筋紧贴钢筋笼内固定环,并及时进行焊接固定;S3) Place the inner fixing ring of the steel cage on the universal ball bearing platform on the positioning welding platform for longitudinal steel bars, place the first longitudinal steel bar on the adjustable steel bar preset plate, and manually rotate the spacing adjustment lever counterclockwise until The first longitudinal steel bar is close to the inner fixing ring of the steel cage, and welded and fixed in time;
S4)第一根纵向钢筋焊接完成后,顺时针转动间距调节杆,使得单向弹簧压杆翻折越过第一根纵向钢筋,将第二根纵向钢筋放置于可调钢筋预置板上,再逆时针方向旋转间距调节杆,单向弹簧压杆向下抵接第一根纵向钢筋,使得钢筋笼内固定环顺时针旋转,直至第二根纵向钢筋紧贴钢筋笼内固定环,并再次及时进行焊接固定;S4) After the first longitudinal steel bar is welded, turn the spacing adjustment lever clockwise so that the one-way spring pressure bar is folded over the first longitudinal steel bar, and the second longitudinal steel bar is placed on the adjustable steel bar preset plate, and then Rotate the spacing adjustment lever counterclockwise, and the one-way spring pressure lever will abut against the first longitudinal steel bar downwards, so that the inner fixing ring of the steel cage rotates clockwise until the second longitudinal steel bar is close to the inner fixing ring of the steel cage, and then it is in time again. Fix by welding;
S5)第二根纵向钢筋焊接完成后,重复步骤S4,直至完成整个纵向钢筋的焊接;S5) After the welding of the second longitudinal reinforcement is completed, repeat step S4 until the welding of the entire longitudinal reinforcement is completed;
S6)将纵向钢筋全部焊接完成的钢筋笼置于横向螺旋钢筋焊接平台的旋转承台上,将钢筋笼横向螺旋筋的端点焊接在钢筋笼的首端;S6) Place the steel cage with all the welded longitudinal reinforcement on the rotating platform of the horizontal spiral reinforcement welding platform, and weld the end point of the horizontal spiral reinforcement of the reinforcement cage to the head end of the reinforcement cage;
S7)启动驱动电机带动旋转辊旋转,带动钢筋笼轴向匀速旋转移动,按图纸要求等距缠绕横向螺旋钢筋,并将其所有接触点焊接固定,完成整个钢筋笼的制作。S7) Start the driving motor to drive the rotating roller to rotate, drive the steel cage to rotate and move at a constant speed in the axial direction, wind the horizontal spiral steel bars equidistantly according to the drawing requirements, and weld and fix all the contact points to complete the production of the whole steel cage.
本申请的有益效果是:本申请提供的一种灌注桩钢筋笼半自动滚装机及使用方法,通过纵向钢筋定位焊接平台、横向螺旋钢筋焊接平台分别完成钢筋笼纵向钢筋定位焊接及钢筋笼横向螺旋钢筋定位焊接,精准控制了纵、横钢筋的间距、提高了钢筋笼制作的效率,有效提高了灌注桩基础的施工进度和工作效率;使用过程对使用环境要求低,无需专业制作厂房,电器化设备少,大大降低了机械伤害、用电伤害的风险隐患,安全性高,大大节约了工程成本和工期成本,降低了机械伤害的风险;总体设备造价成本低廉、结构简单故障率低、精确度高易操作、可根据现场需求进行各种长度的钢筋笼焊接平台组合,现场适用性强。The beneficial effects of the application are: a semi-automatic roll-on machine for cast-in-situ pile reinforcement cage and its use method provided by the application, through the positioning welding platform of longitudinal reinforcement and the welding platform of horizontal spiral reinforcement, the positioning welding of the longitudinal reinforcement of the reinforcement cage and the horizontal spiral reinforcement of the reinforcement cage are respectively completed Positioning welding precisely controls the spacing of longitudinal and transverse steel bars, improves the efficiency of steel cage production, and effectively improves the construction progress and work efficiency of cast-in-situ pile foundations; the use process has low requirements for the use environment, and does not require professional production workshops and electrical equipment less, greatly reducing the hidden dangers of mechanical injury and electrical injury, high safety, greatly saving engineering costs and construction period costs, and reducing the risk of mechanical injury; the overall equipment cost is low, the structure is simple, the failure rate is low, and the accuracy is high It is easy to operate and can be combined with steel cage welding platforms of various lengths according to the needs of the site, and has strong applicability on site.
附图说明Description of drawings
为了更清楚地说明本申请实施例的技术方案,下面将对实施例中所需要使用的附图作简单地介绍,应当理解,以下附图仅示出了本申请的某些实施例,因此不应被看作是对范围的限定,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他相关的附图。In order to more clearly illustrate the technical solutions of the embodiments of the present application, the accompanying drawings that are required in the embodiments will be briefly introduced below. It should be understood that the following drawings only show some embodiments of the present application, and thus It should be regarded as a limitation on the scope, and those skilled in the art can also obtain other related drawings based on these drawings without creative work.
图1为本申请实施例的纵向钢筋定位焊接平台和的正视图;Fig. 1 is the front view of the longitudinal reinforcement positioning welding platform and the embodiment of the present application;
图2为本申请实施例的纵向钢筋定位焊接平台的侧视图;Fig. 2 is the side view of the longitudinal reinforcement positioning welding platform of the embodiment of the present application;
图3为本申请实施例的纵向钢筋定位焊接平台的俯视图;Fig. 3 is a top view of the longitudinal reinforcement positioning welding platform of the embodiment of the present application;
图4a为本申请实施例的第一根纵向钢筋的焊接状态示意图;Figure 4a is a schematic diagram of the welding state of the first longitudinal steel bar of the embodiment of the present application;
图4b为本申请实施例的第一根纵向钢筋的焊接完成示意图;Figure 4b is a schematic diagram of the completion of welding of the first longitudinal steel bar of the embodiment of the present application;
图4c为本申请实施例的第二根纵向钢筋的焊接准备示意图;Fig. 4c is the schematic diagram of the welding preparation of the second longitudinal steel bar of the embodiment of the present application;
图4d为本申请实施例的第二根纵向钢筋的焊接状态示意图;Figure 4d is a schematic diagram of the welding state of the second longitudinal reinforcement in the embodiment of the present application;
图5为本申请实施例的横向螺旋钢筋焊接平台的正视图;Fig. 5 is the front view of the horizontal spiral reinforcement welding platform of the embodiment of the present application;
图6为本申请实施例的横向螺旋钢筋焊接平台的侧视图;Fig. 6 is the side view of the transverse spiral reinforcement welding platform of the embodiment of the present application;
图7为本申请实施例的横向螺旋钢筋焊接平台的俯视图;Fig. 7 is the top view of the horizontal spiral reinforcement welding platform of the embodiment of the present application;
图8为本申请实施例的钢筋笼旋转平移驱动装置的正视图。Fig. 8 is a front view of the driving device for rotating and translating the steel cage according to the embodiment of the present application.
具体实施方式Detailed ways
为使本申请实施例的目的、技术方案和优点更加清楚,下面将结合本申请实施例中的附图,对本申请实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例是本申请一部分实施例,而不是全部的实施例。通常在此处附图中描述和示出的本申请实施例的组件可以以各种不同的配置来布置和设计。In order to make the purposes, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below in conjunction with the drawings in the embodiments of the present application. Obviously, the described embodiments It is a part of the embodiments of this application, not all of them. The components of the embodiments of the application generally described and illustrated in the figures herein may be arranged and designed in a variety of different configurations.
因此,以下对在附图中提供的本申请的实施例的详细描述并非旨在限制要求保护的本申请的范围,而是仅仅表示本申请的选定实施例。基于本申请中的实施例,本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其他实施例,都属于本申请保护的范围。Accordingly, the following detailed description of the embodiments of the application provided in the accompanying drawings is not intended to limit the scope of the claimed application, but merely represents selected embodiments of the application. Based on the embodiments in this application, all other embodiments obtained by persons of ordinary skill in the art without creative efforts fall within the protection scope of this application.
应注意到:相似的标号和字母在下面的附图中表示类似项,因此,一旦某一项在一个附图中被定义,则在随后的附图中不需要对其进行进一步定义和解释。It should be noted that like numerals and letters denote similar items in the following figures, therefore, once an item is defined in one figure, it does not require further definition and explanation in subsequent figures.
在本申请的描述中,需要说明的是,术语“中心”、“上”、“下”、“左”、“右”、“竖直”、“水平”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,或者是该申请产品使用时惯常摆放的方位或位置关系,仅是为了便于描述本申请和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本申请的限制。此外,术语“第一”、“第二”、“第三”等仅用于区分描述,而不能理解为指示或暗示相对重要性。In the description of this application, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer" etc. The indicated orientation or positional relationship is based on the orientation or positional relationship shown in the drawings, or the orientation or positional relationship that is usually placed when the application product is used, and is only for the convenience of describing the application and simplifying the description, rather than indicating or implying References to devices or elements must have a particular orientation, be constructed, and operate in a particular orientation and therefore should not be construed as limiting the application. In addition, the terms "first", "second", "third", etc. are only used for distinguishing descriptions, and should not be construed as indicating or implying relative importance.
此外,术语“水平”、“竖直”、“悬垂”等术语并不表示要求部件绝对水平或悬垂,而是可以稍微倾斜。如“水平”仅仅是指其方向相对“竖直”而言更加水平,并不是表示该结构一定要完全水平,而是可以稍微倾斜。In addition, the terms "horizontal", "vertical", "overhanging" and the like do not mean that the components are absolutely horizontal or overhanging, but may be slightly inclined. For example, "horizontal" only means that its direction is more horizontal than "vertical", and it does not mean that the structure must be completely horizontal, but can be slightly inclined.
在本申请的描述中,还需要说明的是,除非另有明确的规定和限定,术语“设置”、“安装”、“相连”、“连接”应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或一体地连接;可以是机械连接,也可以是电连接;可以是直接相连,也可以通过中间媒介间接相连,可以是两个元件内部的连通。对于本领域的普通技术人员而言,可以具体情况理解上述术语在本申请中的具体含义。In the description of this application, it should also be noted that, unless otherwise clearly stipulated and limited, the terms "installation", "installation", "connection", and "connection" should be understood in a broad sense, for example, it can be a fixed connection, It can also be a detachable connection or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediary, and it can be the internal communication of two components. Those of ordinary skill in the art can understand the specific meanings of the above terms in this application in specific situations.
在本申请中,除非另有明确的规定和限定,第一特征在第二特征之“上”或之“下”可以包括第一和第二特征直接接触,也可以包括第一和第二特征不是直接接触而是通过它们之间的另外的特征接触。而且,第一特征在第二特征“之上”、“上方”和“上面”包括第一特征在第二特征正上方和斜上方,或仅仅表示第一特征水平高度高于第二特征。第一特征在第二特征“之下”、“下方”和“下面”包括第一特征在第二特征正下方和斜下方,或仅仅表示第一特征水平高度小于第二特征。In this application, unless otherwise expressly specified and limited, a first feature being "on" or "under" a second feature may include direct contact between the first and second features, and may also include the first and second features Not in direct contact but through another characteristic contact between them. Moreover, "above", "above" and "above" the first feature on the second feature include that the first feature is directly above and obliquely above the second feature, or simply means that the first feature is horizontally higher than the second feature. "Below", "beneath" and "under" the first feature to the second feature include that the first feature is directly below and obliquely below the second feature, or simply means that the first feature has a lower level than the second feature.
以下结合实施例对本申请的特征和性能作进一步的详细描述。The characteristics and performance of the present application will be described in further detail below in conjunction with the examples.
本发明公开了一种灌注桩钢筋笼半自动滚装机,包括纵向钢筋定位焊接平台和横向螺旋钢筋焊接平台,纵向钢筋定位焊接平台和横向螺旋钢筋焊接平台上均设有钢筋笼限位装置。共分为两个制作工段,分别是钢筋笼纵向钢筋定位焊接段和钢筋笼横向螺旋钢筋定位焊接段,无需专业制作厂房,工地现场即可采用该发明设备进行钢筋笼制作。The invention discloses a semi-automatic roll-on machine for reinforced cages of cast-in-place piles, which comprises a longitudinal reinforcing bar positioning welding platform and a transverse spiral reinforcing bar welding platform, both of which are provided with reinforcing cage limiting devices. It is divided into two production sections, namely, the longitudinal steel bar positioning welding section of the steel cage and the horizontal spiral steel bar positioning welding section of the steel cage. There is no need for a professional production workshop, and the inventive equipment can be used to manufacture the steel cage on the construction site.
如图1-图3所示,纵向钢筋定位焊接平台包括纵向焊接平台本体1、钢筋笼旋转辅助支撑装置和纵向钢筋等间距定位装置,钢筋笼旋转辅助支撑装置安设于纵向焊接平台本体中间位置,钢筋笼旋转辅助支撑装置的左右两侧对称设有钢筋笼限位装置,纵向钢筋等间距定位装置对应钢筋笼2的一侧设置。As shown in Figures 1-3, the longitudinal reinforcement positioning welding platform includes a longitudinal welding platform body 1, a reinforcement cage rotation auxiliary support device and a longitudinal reinforcement equidistant positioning device, and the reinforcement cage rotation auxiliary support device is installed in the middle of the longitudinal welding platform body , the left and right sides of the reinforcement cage rotation auxiliary support device are symmetrically provided with a reinforcement cage limiting device, and the longitudinal reinforcement equidistant positioning device is arranged corresponding to one side of the
横向螺旋钢筋焊接平台包括横向焊接平台本体3和钢筋笼旋转平移驱动装置,钢筋笼旋转平移驱动装置安设于横向焊接平台本体中间位置,钢筋笼旋转平移驱动装置的左右两侧对称设有钢筋笼限位装置。The horizontal spiral steel bar welding platform includes a horizontal
钢筋笼限位装置包括限位板4、限位齿板5和支撑板6,限位齿板铺设于纵向焊接平台本体上,限位板倾斜设置,底部与纵向焊接平台本体铰接相连,支撑板顶端与限位板中部铰接相连,底端与限位齿板卡合限位。支撑板改变在限位齿板上的卡和位置,进行限位板的多角度调节,以适应不同直径的钢筋笼制作,在制作完成后可以折叠存放。The steel cage limiting device includes a limiting
钢筋笼旋转辅助支撑装置为万向滚珠承台,包括多个滚珠7,纵向焊接平台本体中间位置布设多个滚珠安装槽8,多个滚珠依次嵌设于多个滚珠安装槽内,多个滚珠与钢筋笼相接触。在钢筋笼滚动焊接的过程中,万向滚珠承台减少钢筋笼转动摩擦力,便于钢筋笼转动。The auxiliary support device for the rotation of the steel cage is a universal ball bearing platform, including a plurality of
在一些可选的实施方案中,滚珠可为由厚壁空心钢球,滚珠安装槽为边长略大于滚珠直径的正方体凹槽,其内存有润滑黄油,对转动滚珠进行润滑。In some optional embodiments, the balls can be made of thick-walled hollow steel balls, and the ball installation groove is a cube groove whose side length is slightly larger than the diameter of the balls, and lubricating butter is stored in the balls to lubricate the rolling balls.
纵向钢筋等间距定位装置包括定位座9、间距调节杆10和单向弹簧压杆11,定位座固定于纵向焊接平台本体上,间距调节杆一端与单向弹簧压杆的一端成夹角连接,连接处与定位座铰接相连,间距调节杆的另一端为操作手柄12,间距调节杆上设有可调钢筋预置板13,单向弹簧压杆的另一端向下弹性翻折。通过正转和反转间距调节杆可实现,纵向钢筋的预置及钢筋笼的转动。根据图纸要求,调节可调钢筋预置板在间距调节杆上的位置,进而调整纵向钢筋的间距大小,以适应多种纵向钢筋间距的焊接制作。The equidistant positioning device for longitudinal steel bars includes a
在一些可选的实施方案中,可调钢筋预置板包括置物板14、调节套环15和顶紧螺栓16,调节套环外套于间距调节杆,通过顶紧螺栓与间距调节杆紧固定位,置物板水平固定于调节套环上。待焊接的纵向钢筋先放在置物板上,逆时针转动间距调节杆,待焊接的纵向钢筋随之向钢筋笼的内固定环17靠近直至接触,此时,可进行纵向钢筋的焊接施工。In some optional embodiments, the adjustable reinforcement pre-set plate includes a
在一些可选的实施方案中,单向弹簧压杆为通过转轴铰接相连的两段式杆件,分为翻折杆18和铰接杆19,翻折杆和铰接杆的中部分别与复位弹簧20的两端相连接,复位弹簧绕过转轴顶部设置,翻折杆末端对应转轴位置的顶部设有向后延伸的单向挡片21。翻折杆可绕着转轴转动,并在复位弹簧的作用下回转回位,由于单向挡片的设置,翻折杆向上转动时,单向挡片会被铰接杆阻挡,不能向上转动,只能向下转动。In some optional embodiments, the one-way spring pressing bar is a two-section bar that is hingedly connected by a rotating shaft, and is divided into a turning
如图5-图7所示,钢筋笼旋转平移驱动装置包括旋转承台22、旋转驱动机构23和多根旋转辊24,旋转承台通过固定梁25固定于横向焊接平台本体上,多根旋转辊平行设于旋转承台的顶部,与旋转承台通过轴承连接,形成钢筋笼旋转辊道,旋转驱动机构安设于旋转承台上,与多根旋转辊相连接。旋转承台与钢筋笼的轴线夹角可调,从而改变钢筋笼轴向运动的速度,达到控制横向螺旋钢筋的间距的目的。As shown in Figures 5-7, the driving device for rotating and translating the steel cage includes a
在一些可选的实施方案中,旋转驱动机构包括驱动电机26和传动组件,传动组件包括主动轮27、从动轮28和传动带29,主动轮与驱动电机的输出轴相连接,从动轮与多根旋转辊的轴端相连接,传动带绕设于主动轮和从动轮上,通过驱动电机带动多根旋转辊旋转,带动钢筋笼旋转移动。In some optional embodiments, the rotary drive mechanism includes a driving
在一些可选的实施方案中,多根旋转辊上包覆聚氨酯防滑套,与钢筋笼接触时不会发生打滑;旋转承台底部中心通过紧固螺栓30定位,底部侧边设有金属压板31辅助定位,金属压板通过螺栓固定于固定梁上,金属压板下面可增加一层橡胶垫片,增大摩擦力,提高固定效果,并能起到减振降噪的作用。In some optional embodiments, multiple rotating rollers are coated with polyurethane anti-slip sleeves, so that no slippage will occur when in contact with the steel cage; the center of the bottom of the rotating platform is positioned by fastening
采用上述灌注桩钢筋笼半自动滚装机进行钢筋笼制作,包括如下步骤:Using the above-mentioned cast-in-place pile reinforcement cage semi-automatic roll-on machine to manufacture the reinforcement cage includes the following steps:
S1)选定钢筋笼制作场地,并进行平整,根据钢筋笼长度,分别准备多个纵向钢筋定位焊接平台和横向螺旋钢筋焊接平台沿轴向依次排开;S1) Select the steel cage manufacturing site and level it out. According to the length of the steel cage, prepare a plurality of longitudinal steel bar positioning welding platforms and horizontal spiral steel bar welding platforms and arrange them in sequence along the axial direction;
S2)根据设计图纸要求,确定纵向钢筋的间距,调节可调钢筋预置板在间距调节杆上的位置,以及调节多根旋转辊与钢筋笼的轴向夹角,以确定横向螺旋钢筋的间距;S2) According to the requirements of the design drawings, determine the spacing of the longitudinal reinforcement, adjust the position of the adjustable reinforcement presetting plate on the spacing adjustment rod, and adjust the axial angle between the multiple rotating rollers and the reinforcement cage to determine the spacing of the transverse spiral reinforcement ;
S3)将钢筋笼内固定环放置于纵向钢筋定位焊接平台上的万向滚珠承台上,将第一根纵向钢筋32放置于可调钢筋预置板上,人工逆时针方向旋转间距调节杆,直至第一根纵向钢筋紧贴钢筋笼内固定环,并及时进行焊接固定(见图4a);S3) Place the inner fixing ring of the reinforcement cage on the universal ball bearing platform on the positioning welding platform of the longitudinal reinforcement, place the first
S4)第一根纵向钢筋焊接完成后,顺时针转动间距调节杆,使得单向弹簧压杆翻折(见图4b),并越过第一根纵向钢筋,将第二根纵向钢筋33放置于可调钢筋预置板上(见图4c),再逆时针方向旋转间距调节杆,单向弹簧压杆向下抵接第一根纵向钢筋,使得钢筋笼内固定环顺时针旋转,直至第二根纵向钢筋紧贴钢筋笼内固定环,并再次及时进行焊接固定(见图4d);S4) After the first longitudinal steel bar is welded, turn the spacing adjustment lever clockwise so that the one-way spring pressure bar is turned over (see Figure 4b), and cross the first longitudinal steel bar, and place the second
S5)第二根纵向钢筋焊接完成后,重复步骤S4,直至完成整个纵向钢筋的焊接;S5) After the welding of the second longitudinal reinforcement is completed, repeat step S4 until the welding of the entire longitudinal reinforcement is completed;
S6)将纵向钢筋全部焊接完成的钢筋笼置于横向螺旋钢筋焊接平台的旋转承台上,将钢筋笼横向螺旋筋的端点焊接在钢筋笼的首端;S6) Place the steel cage with all the welded longitudinal reinforcement on the rotating platform of the horizontal spiral reinforcement welding platform, and weld the end point of the horizontal spiral reinforcement of the reinforcement cage to the head end of the reinforcement cage;
S7)启动驱动电机带动旋转辊旋转,带动钢筋笼轴向匀速旋转移动,按图纸要求等距缠绕横向螺旋钢筋,并将其所有接触点焊接固定,完成整个钢筋笼的制作。S7) Start the driving motor to drive the rotating roller to rotate, drive the steel cage to rotate and move at a constant speed in the axial direction, wind the horizontal spiral steel bars equidistantly according to the drawing requirements, and weld and fix all the contact points to complete the production of the whole steel cage.
本发明采用纵向钢筋定位焊接平台和横向螺旋钢筋焊接平台实现钢筋笼的半自动制作,结构简单、易操作,制作钢筋笼成品率高、有效提高了焊接效率和施工进度,设备故障率低无需过多保养,耐久性好、产出比高;纵向钢筋定位焊接平台和横向螺旋钢筋焊接平台体积小,占地面积小,使用过程对使用环境要求低,无需专业制作厂房,电器化设备少,大大降低了机械伤害、用电伤害的风险隐患,安全性高,符合安全文明施工的要求。The invention adopts the longitudinal steel bar positioning welding platform and the horizontal spiral steel bar welding platform to realize the semi-automatic production of the steel bar cage. The structure is simple, easy to operate, the finished product rate of the steel bar cage is high, the welding efficiency and construction progress are effectively improved, and the equipment failure rate is low without excessive equipment Maintenance, good durability, high output ratio; the vertical steel bar positioning welding platform and the horizontal spiral steel bar welding platform are small in size and occupy a small area. The hidden dangers of mechanical injury and electrical injury are eliminated, and the safety is high, which meets the requirements of safe and civilized construction.
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201940767U (en) * | 2010-12-27 | 2011-08-24 | 广州市裕丰建筑工程机械制造有限公司 | Reinforcing cage welding molding machine |
| CN206215824U (en) * | 2016-11-08 | 2017-06-06 | 中国水电建设集团十五工程局有限公司 | Filling pile cage of reinforcement processing unit (plant) |
| CN209427304U (en) * | 2018-12-10 | 2019-09-24 | 重庆智享物流设备有限公司 | Console mode logistic turnover box |
| CN212577775U (en) * | 2020-04-10 | 2021-02-23 | 中建路桥集团高速公路养护有限公司 | A steel cage continuous welding machine |
| CN113756291A (en) * | 2021-10-12 | 2021-12-07 | 上海东华建设管理有限公司 | Assembling construction method for cast-in-place pile reinforcement cage |
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- 2023-03-31 CN CN202310334679.7A patent/CN116393628A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201940767U (en) * | 2010-12-27 | 2011-08-24 | 广州市裕丰建筑工程机械制造有限公司 | Reinforcing cage welding molding machine |
| CN206215824U (en) * | 2016-11-08 | 2017-06-06 | 中国水电建设集团十五工程局有限公司 | Filling pile cage of reinforcement processing unit (plant) |
| CN209427304U (en) * | 2018-12-10 | 2019-09-24 | 重庆智享物流设备有限公司 | Console mode logistic turnover box |
| CN212577775U (en) * | 2020-04-10 | 2021-02-23 | 中建路桥集团高速公路养护有限公司 | A steel cage continuous welding machine |
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