CN102002913B - Prefabricated T beam transferring trolley - Google Patents
Prefabricated T beam transferring trolley Download PDFInfo
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Abstract
本发明涉及建筑施工设备,具体指的是一种预制T梁的全方向链轮式移梁台车及其施工方法。该移梁台车包括走行机构、走行机构上安装设置的顶升机构、以及与顶升机构相连接的用于夹持预制T梁的T梁夹持装置,T梁夹持装置截面呈“凹”字型,主要包括托梁底板以及托梁底板两侧对称设置的两片台车支架,预制T梁固定于T梁夹持装置的凹槽内,台车支架由竖向支撑杆以及所述竖向支撑杆外侧固接的三角形支架组成,三角形支架支承于所述顶升机构上。本发明的优点是,通过专门的T梁夹持装置,可靠固定预制T梁,避免其在移运过程中倾斜或翻到,起梁动作平稳,适应性强,对地基和基础要求低,对场地条件适应性强。
The invention relates to building construction equipment, in particular to a prefabricated T-beam omnidirectional sprocket-type beam-moving trolley and a construction method thereof. The beam-moving trolley includes a traveling mechanism, a jacking mechanism installed on the traveling mechanism, and a T-beam clamping device connected to the jacking mechanism for clamping the prefabricated T-beam. The section of the T-beam clamping device is "concave". ", mainly including the joist bottom plate and two trolley brackets symmetrically arranged on both sides of the joist bottom plate. The prefabricated T beam is fixed in the groove of the T beam clamping device. It consists of a triangular bracket affixed to the outer side of the vertical support rod, and the triangular bracket is supported on the jacking mechanism. The advantages of the present invention are that the prefabricated T-beam can be reliably fixed by the special T-beam clamping device, avoiding its inclination or overturning during the transfer process, the beam lifting action is stable, the adaptability is strong, the requirements for foundation and foundation are low, and the Strong adaptability to site conditions.
Description
技术领域 technical field
本发明涉及建筑施工设备,具体指的是一种预制T梁的全方向链轮式移梁台车及其施工方法。 The present invention relates to building construction equipment, and specifically refers to a prefabricated T-beam omnidirectional sprocket-type beam-moving trolley and a construction method thereof.
背景技术 Background technique
移梁台车是预制钢筋混凝土梁在梁场内移、运的重要设备。目前大吨位移梁台车多针对于高速铁路箱梁的移、运而开发,通常采用两种基本方案,一种是采用横移台车自下往上顶起箱梁后横移,台车可采用滑移台车加专用移梁滑道或者轮轨式横移台车(分为机械传动和液压顶推式);第二种是采用搬运梁机自上往下拎起,即吊梁方案,搬运梁机分为分轮胎式和轮轨式。 Beam moving trolley is an important equipment for moving and transporting prefabricated reinforced concrete beams in the beam yard. At present, large-ton displacement beam trolleys are mostly developed for the movement and transportation of high-speed railway box girders. Two basic schemes are usually adopted. One is to use a traverse trolley to jack up the box girder from bottom to top and then move laterally. Sliding trolley plus special beam-moving slideway or wheel-rail type traversing trolley (divided into mechanical transmission and hydraulic push-push type) can be used; the second is to use a beam handling machine to lift from top to bottom, that is, the lifting beam According to the plan, the beam handling machine is divided into tire type and wheel rail type.
滑移梁方案的滑道基础及承载力标准要求较高,钢筋混凝土基础工程造价高,由于箱梁是按制造的先后顺序依次前移的,所以不能任意位置移梁装梁,且后面制造的箱梁要被移动多次。移梁设备购置费、使用费和维修费较低,操作简便易行。轮胎式移梁设备走行道基础及承载力标准要求相对要低一些;轮轨式移梁设备走行道基础及承载力标准要求与滑移梁方案标准要求相当,且还得为转向设置两条纵向走行轨道。吊移梁设备可实现双层存梁和任意位置移梁装梁,走行道占地面积较大,设备的加工周期长,其购置费、使用费和维修费较高,操作较复杂。 The slideway foundation and bearing capacity standards of the sliding beam scheme are relatively high, and the cost of the reinforced concrete foundation project is high. Since the box girders are moved forward in sequence according to the order of manufacture, the beams cannot be moved at any position to install the beams, and the later manufactured The box girder has to be moved several times. The purchase cost, use cost and maintenance cost of the beam moving equipment are relatively low, and the operation is simple and easy. The standard requirements for the walkway foundation and bearing capacity of tire-type beam-moving equipment are relatively lower; the standard requirements for the walkway foundation and bearing capacity of wheel-rail beam-moving equipment are equivalent to the standard requirements of the sliding beam scheme, and two longitudinal beams must be set for steering. Walk the track. The lifting and moving beam equipment can realize double-layer beam storage and beam moving and loading at any position. The walkway covers a large area, the processing cycle of the equipment is long, the purchase cost, use cost and maintenance cost are high, and the operation is more complicated.
另外,由于箱梁和T梁截面形状的差异,如果将长条状不规则的T梁直接搁置于台车之上进行移运,T梁必然会产生倾覆,因此箱梁移梁台车不能用于移运T梁。 In addition, due to the difference in cross-sectional shape between the box girder and the T girder, if the long and irregular T girder is placed directly on the trolley for transportation, the T girder will inevitably overturn, so the box girder beam moving trolley cannot be used. For moving the T-beam.
发明内容 Contents of the invention
本发明的目的是根据上述现有技术的不足之处,提出一种预制T梁移梁台车,采用液压顶推、轮式走行,并设计专用T梁夹持装置,实现对预制T梁的固定、顶升和全方向移运(纵移、横移和转向)。 The purpose of the present invention is to propose a prefabricated T-beam moving beam trolley according to the above-mentioned deficiencies in the prior art, which adopts hydraulic jacking and wheeled travel, and designs a special T-beam clamping device to realize the prefabricated T-beam moving Stationary, jacking and omnidirectional transfer (longitudinal, lateral and steering).
本发明的目的实现由以下技术方案完成: The purpose of the present invention is realized by the following technical solutions:
一种预制T梁移梁台车,用于移运预制T梁,包括走行机构、走行机构上安装设置的顶升机构、以及与顶升机构相连接的用于夹持预制T梁的T梁夹持装置,T梁夹持装置截面呈“凹”字型。 A prefabricated T-beam moving trolley, used for moving prefabricated T-beams, including a traveling mechanism, a jacking mechanism installed on the traveling mechanism, and a T-beam connected with the jacking mechanism for clamping the prefabricated T-beams Clamping device, the section of the T-beam clamping device is "concave".
上述T梁夹持装置主要包括托梁底板以及托梁底板两侧对称设置的两半台车支架,预制T梁固定于所述T梁夹持装置的凹槽内,所述台车支架由竖向支撑杆以及所述竖向支撑杆外侧固接的三角形支架组成,所述三角形支架支承于所述顶升机构上。 The above-mentioned T-beam clamping device mainly includes two halves of trolley brackets arranged symmetrically on both sides of the joist bottom plate and the joist bottom plate. The prefabricated T-beam is fixed in the groove of the T-beam clamping device. It consists of a triangular bracket affixed to the outside of the support rod and the vertical support rod, and the triangular bracket is supported on the jacking mechanism.
上述台车支架与托梁底板之间通过底板插销相连接。 The trolley support is connected with the bottom plate of the joist through a bottom plate bolt.
上述走行机构主要包括重物移运器,所述重物移运器上方连接设置有摆轴支座与摆轴。 The above-mentioned running mechanism mainly includes a heavy object transporter, and a pendulum shaft support and a pendulum shaft are connected and arranged above the heavy object transporter.
上述摆轴支座通过转向销轴与所述顶升机构相连接。所述顶升机构为液压顶升机构,由液压油缸及其外设套箱组成,所述液压顶升机构上方通过油缸插销与所述三角形支架相连接。所述重物移运器与摆轴支座之间通过六角螺栓连接。 The above-mentioned swing shaft support is connected with the jacking mechanism through a steering pin. The jacking mechanism is a hydraulic jacking mechanism, which is composed of a hydraulic cylinder and its peripheral casing, and the upper part of the hydraulic jacking mechanism is connected with the triangular support through a cylinder pin. The heavy object transfer device is connected with the swing shaft support by a hexagonal bolt.
上述台车支架的顶部设置有不少于两对的对拉通孔。对拉通孔上配合安装有对拉螺栓,对拉螺栓连接固定所述台车支架与预制T梁,所述预制T梁上设置有相对应的预留通孔。 The top of the trolley bracket is provided with no less than two pairs of through holes. A pair of pull bolts are installed on the pull through holes, and the pull bolts connect and fix the trolley support and the prefabricated T beam, and the prefabricated T beam is provided with a corresponding reserved through hole.
一种预制T梁移梁台车的移梁施工方法,用于移运预制T梁,首先在走行道路路面上放置平钢板,使该移梁台车走行在所述平钢板上,而后安装T梁夹持装置,将所需移运的预制T梁放置于台车支架的凹槽内,并用对拉螺栓紧固预制T梁,最后操控移梁台车行走,移运预制T梁。 A beam-moving construction method of a prefabricated T-beam moving trolley, which is used for moving a prefabricated T-beam. First, a flat steel plate is placed on a running road surface, and the beam-moving trolley walks on the flat steel plate, and then a T-beam is installed. The beam clamping device places the prefabricated T-beam to be transported in the groove of the trolley bracket, and fastens the prefabricated T-beam with pull bolts, and finally controls the beam-moving trolley to move and transport the prefabricated T-beam.
为确保走行平稳,所述走行道路基础采用扩大混凝土基础。 In order to ensure smooth running, the walking road foundation adopts enlarged concrete foundation.
为便于安装移梁台车,制作所述预制T梁时底模采用角钢边框细模石子,梁端采用可拆卸底模。 In order to facilitate the installation of the beam-moving trolley, the bottom mold of the prefabricated T-beam is made of fine molded stones with an angle steel frame, and the beam end adopts a detachable bottom mold.
本发明的优点是,通过专门的T梁夹持装置,可靠固定预制T梁,避免其在移运过程中倾斜或翻到。液压顶升机构可根据预制T梁的吨位进行合理选取,起梁动作平稳,适应性强。顶升机构可根据需要选择机械式或液压式。走行机构采用重物移运器,可以实现横移、纵移和转向,同时走行机构对地基和基础要求低,对场地条件适应性强。 The advantage of the present invention is that the prefabricated T-beam can be reliably fixed by the special T-beam clamping device, and the prefabricated T-beam can be prevented from tilting or turning over during transportation. The hydraulic jacking mechanism can be reasonably selected according to the tonnage of the prefabricated T beam, and the beam lifting action is stable and adaptable. The jacking mechanism can be mechanical or hydraulic according to the needs. The traveling mechanism adopts a heavy object transfer device, which can realize lateral movement, longitudinal movement and turning. At the same time, the traveling mechanism has low requirements on the foundation and foundation, and has strong adaptability to site conditions.
附图说明 Description of drawings
图1为本发明移梁台车主视图; Fig. 1 is the front view of the beam moving trolley of the present invention;
图2为预制T梁截面示意图; Figure 2 is a schematic cross-sectional view of a prefabricated T-beam;
图3为台车支架主视图; Fig. 3 is a front view of the trolley bracket;
图4为台车支架俯视图; Figure 4 is a top view of the trolley bracket;
图5为台车支架左视图; Fig. 5 is the left view of trolley bracket;
图6为托梁底板主视图; Figure 6 is a front view of the joist floor;
图7为图8的A-A剖视图; Fig. 7 is A-A sectional view of Fig. 8;
图8为托梁底板左视图; Fig. 8 is a left view of the bottom plate of the joist;
图9 为摆轴支座主视图; Figure 9 is a front view of the balance shaft support;
图10为摆轴支座俯视图; Figure 10 is a top view of the pendulum support;
图11为摆轴支座左视图。 Figure 11 is a left side view of the balance shaft support.
附图1-11中标号1-18标示的是:预制T梁1、对拉螺栓2、台车支架3、油缸插销4、液压油缸5、套箱6、安全插销7、摆轴8、摆轴支座9、六角螺栓10、重物移运器11、平钢板12、转向销轴13、底板插销14、托梁底板15、竖向支撑杆16、三角形支架横杆17、三角形支架斜杆18。
The labels 1-18 in the accompanying drawings 1-11 indicate: prefabricated
具体实施方式 Detailed ways
以下结合附图通过实施例对本发明特征及其它相关特征作进一步详细说明,以便于同行业技术人员的理解: The features of the present invention and other related features will be further described in detail below in conjunction with the accompanying drawings through embodiments, so as to facilitate the understanding of those skilled in the art:
附图1所示为本发明的一种预制T梁移梁台车的主视图。由图可见,本实施例中,移梁台车的功能结构主要分为走行机构、走行机构上安装设置的顶升机构、以及与顶升机构相连接的用于夹持预制T梁的T梁夹持装置;包括托梁底板、重物移运器、摆轴、液压油缸及套箱、台车支架对拉螺栓等构件。
Accompanying
由图1可见,两片台车支架3和托梁底板15组成的T梁夹持装置截面呈“凹”字形,图4所示的预制T梁1置于该凹槽之中。
It can be seen from Fig. 1 that the cross-section of the T-beam clamping device composed of two
图3-图5所示为台车支架三视图,图6-图8所示为托梁底板结构示意图。由图可见,两片台车支架3在托梁底板15两侧对称设置,二者通过底板插销14连接。每片台车支架3由三根与托梁底板15相销接的竖向支撑杆16以及竖向支撑杆外侧固接的三角形支架组成,台车支架通过两侧的三角形支架支承于顶升机构之上,二者通过油缸插销4连接。三角形支架扩展了台车的横向尺寸,确保了台车的稳定性。三角形支架由横杆17及斜杆18组成,横杆从横向连接固定竖向支撑杆并支承在顶升机构上,斜杆连接横杆及竖向支撑杆顶部,形成固定的三角支架。
Figure 3-Figure 5 shows three views of the trolley bracket, and Figure 6-Figure 8 shows a schematic diagram of the structure of the bottom plate of the joist. It can be seen from the figure that the two
由图1可见,凹槽上部即台车支架的顶部设置有对拉通孔。通孔上安装对拉螺栓2,对拉螺栓2穿过台车支架和预制T梁上的预留孔,对预制T梁1进行可靠夹持,从而确保顶升和移运过程中预制T梁的稳定性。
It can be seen from Figure 1 that the upper part of the groove, that is, the top of the trolley bracket, is provided with a pair of pull-through holes. The
本实施例中,走行机构包括转向销轴13、摆轴支座9和摆轴8、重物移运器11等。重物移运器11上方安装有摆轴支座9与摆轴8,重物移运器11可根据预制T梁1的吨位进行选择,顶推或牵引移运器即可带动移梁台车向前或向后走行;转动移运器,可实现走行方向的任意改变。
In this embodiment, the running mechanism includes a
顶升机构采用液压顶升机构,由液压油缸5及其外设套箱6组成。预制T梁1通过液压油缸5顶升,液压油缸5根据预制T梁的吨位选择,液压油缸外加套箱6。套箱6上设置4枚安全插销7,用于锁定油顶。
The jacking mechanism adopts a hydraulic jacking mechanism, which is composed of a
液压油缸5与重物移运器11之间设置摆轴支座9,重物移运器与摆轴支座之间通过六角螺栓10连接,图9-图11所示为摆轴支座三视图。通过摆轴8将T梁的重量传递至移运器中心位置,同时在移运过程中起到缓冲和减振的作用。摆轴支座9与油缸5通过转向销轴13连接,二者之间加设方垫圈,当重物移运器11和摆轴8转动时,转向销轴13带动油缸5及其上的台车支架3和预制T梁1一起转向。
A pendulum shaft support 9 is set between the
采用本实施例的预制T梁移梁台车进行移梁施工时,首先在走行道路路面上放置平钢板,以减小摩擦并确保走行平稳,重物移运器在钢板上走行。而后安装T梁夹持装置,将所需移运的预制T梁放置于台车支架的凹槽内。为确保可靠固定,托梁底板15的宽度与T梁腹板宽度一一对应,其间的尺寸误差由薄木板或橡胶垫填塞,以保证对拉螺栓紧固后的两半支架垂直并紧贴T梁腹板。最后操控移梁台车行走,移运预制T梁。
When using the prefabricated T-beam beam-moving trolley of this embodiment to carry out the beam-moving construction, first place a flat steel plate on the road surface to reduce friction and ensure smooth running, and the heavy object transporter walks on the steel plate. Then install the T-beam clamping device, and place the prefabricated T-beam to be transported in the groove of the trolley support. In order to ensure reliable fixation, the width of the bottom plate of the
本实施例具体以220t的预制T梁为例,T梁截面如图2所示,梁长55m。预制T梁总重为220t,考虑1.2的安全系数,则按260t设计。 This embodiment specifically takes a 220t prefabricated T-beam as an example. The cross-section of the T-beam is shown in FIG. 2 , and the beam length is 55m. The total weight of the prefabricated T-beam is 220t, considering the safety factor of 1.2, it is designed as 260t. the
本实施例中,台车支架由竖杆、横杆和斜杆构成。根据T梁形状、尺寸和重量,一片台车支架采用3根竖杆、2跟斜杆和1根横杆,见图3-图5。两片台车支架对称布置,底部通过托梁底板及插销连接。预制T梁位于两片台车之间和托梁底板组成的凹槽之中,支架顶部设置对拉螺栓,用于紧固预制T梁。两半台车构成一个支承点,托梁底板与支架组成的凹槽用于承受梁体的重量,支架与横向对拉螺杆的组成件主要承受梁体在移动过程中的左右摇摆,防止梁体倾斜。它们共同对梁体起支撑作用,确保移梁安全。 In this embodiment, the trolley bracket is composed of a vertical bar, a horizontal bar and an oblique bar. According to the shape, size and weight of the T-beam, a piece of trolley support adopts 3 vertical bars, 2 heel bars and 1 horizontal bar, as shown in Figure 3-Figure 5. The two trolley brackets are symmetrically arranged, and the bottom is connected by the bottom plate of the joist and the bolt. The prefabricated T beam is located in the groove formed between the two trolleys and the bottom plate of the joist, and the tension bolts are set on the top of the bracket to fasten the prefabricated T beam. The two halves of the trolley form a support point. The groove formed by the bottom plate of the joist and the bracket is used to bear the weight of the beam body. The components of the bracket and the transverse tension screw mainly bear the left and right swing of the beam body during the movement, preventing the beam body from tilt. Together, they support the beam body and ensure the safety of beam movement.
选用的液压油顶最大起升能力为160T/台,采用液压锁和机械插销定位。重物移运器选用ZWY-120型,其滚动摩阻系数小于0.05,走行方向可转90°。牵引力可选择卷扬机钢丝绳拖拉或液压顶推,要求牵引速度不大于1m/min。为确保走行平稳,走行道路基础采用扩大混凝土基础,其上铺设20mm厚钢板。 The selected hydraulic oil roof has a maximum lifting capacity of 160T/unit, and adopts hydraulic locks and mechanical latches for positioning. The ZWY-120 type of heavy object transfer device is selected, and its rolling friction coefficient is less than 0.05, and the traveling direction can be rotated by 90°. The traction force can choose hoist wire rope drag or hydraulic push, and the traction speed is required to be no more than 1m/min. In order to ensure smooth running, the foundation of the walking road adopts enlarged concrete foundation, and 20mm thick steel plates are laid on it.
为便于安装移梁台车,制梁时底模采用角钢边框细模石子,梁端采用可拆卸底模,其空间高度不小于250mm,以确保托梁底板可以插入。 In order to facilitate the installation of the beam-moving trolley, the bottom mold of the beam is made of fine stones with an angle steel frame, and the beam end is made of a detachable bottom mold with a space height of not less than 250mm to ensure that the bottom plate of the joist can be inserted.
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| CN102561201A (en) * | 2012-02-14 | 2012-07-11 | 南通建筑工程总承包有限公司 | T-beam installer |
| CN104259447B (en) * | 2014-10-11 | 2017-02-15 | 常州圣东机械有限公司 | T beam mould moving device and use method thereof |
| CN104806026A (en) * | 2015-02-25 | 2015-07-29 | 成都格瑞思文化传播有限公司 | Precast beam mounting structure |
| CN104727229B (en) * | 2015-04-08 | 2017-01-11 | 中交四航局第五工程有限公司 | Movable bottom formwork trolley system suitable for large concrete prefabricated component and method for prefabricating base plate of large concrete component |
| CN106584647B (en) * | 2016-11-10 | 2019-01-25 | 西安华道电机有限公司 | A kind of railway T-beam steel form automation installation system |
| CN108284506A (en) * | 2017-12-22 | 2018-07-17 | 安徽伟宏钢结构集团股份有限公司 | A kind of beam prefabricated equipment of T |
| CN110886233A (en) * | 2019-12-17 | 2020-03-17 | 中交路桥建设有限公司 | Construction method for connecting T-shaped beam with bridge |
| CN111704041A (en) * | 2020-07-16 | 2020-09-25 | 四川绵南高速公路开发有限公司 | An integrated assembled gantry used for beam-slab lateral movement and lifting |
| CN112575694A (en) * | 2020-12-10 | 2021-03-30 | 江苏捷达交通工程集团有限公司 | Mounting construction method for long-span T beam |
| CN115180565A (en) * | 2021-04-02 | 2022-10-14 | 中油国家油气钻井装备工程技术研究中心有限公司 | Hydraulic lifting device for automatically lifting and lowering derrick |
| CN114506804A (en) * | 2022-01-24 | 2022-05-17 | 吴贵发 | Simple method of moving beams |
| CN117026811B (en) * | 2023-07-18 | 2025-11-11 | 山东省公路桥梁建设集团有限公司 | In-situ prefabricated T-beam longitudinal movement rapid construction equipment and construction process |
| CN117207327B (en) * | 2023-09-07 | 2024-09-24 | 重庆巨能建设集团路桥工程有限公司 | Safety fixing device and system for precast beam in maintenance period |
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