CN207551699U - Convenient for disassembly and assembly, the repeatable steel-reinforcement cage hanger utilized - Google Patents

Convenient for disassembly and assembly, the repeatable steel-reinforcement cage hanger utilized Download PDF

Info

Publication number
CN207551699U
CN207551699U CN201721482150.6U CN201721482150U CN207551699U CN 207551699 U CN207551699 U CN 207551699U CN 201721482150 U CN201721482150 U CN 201721482150U CN 207551699 U CN207551699 U CN 207551699U
Authority
CN
China
Prior art keywords
nodes
reinforcement
steel
grid
reusable
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.)
Expired - Fee Related
Application number
CN201721482150.6U
Other languages
Chinese (zh)
Inventor
李曙光
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.)
Suqian Joyou Equipment Installation Co Ltd
Original Assignee
Suqian Joyou Equipment Installation 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 Suqian Joyou Equipment Installation Co Ltd filed Critical Suqian Joyou Equipment Installation Co Ltd
Priority to CN201721482150.6U priority Critical patent/CN207551699U/en
Application granted granted Critical
Publication of CN207551699U publication Critical patent/CN207551699U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Load-Engaging Elements For Cranes (AREA)

Abstract

本实用新型提供的拆装方便、可重复利用的钢筋笼吊具包括多个第一节点的第一钢筋网格、包括多个第二节点的第二钢筋网格、两个吊板以及设置于两个吊板之间的横梁。第一钢筋网格具有对称的两个包括第一数量的第一节点的吊点区域,两个吊点区域之间的中线上包括第二数量的第一节点,相邻的第一节点之间、相邻的第二节点之间以及相邻的第一节点与第二节点之间皆设置有钢筋杆。每个吊板通过第一数量的钢筋杆连接于每个吊点区域的每个第一节点,第一数量的钢筋杆均匀分布地连接于每个吊板的底端及相对两侧面上。横梁通过第二数量的钢筋杆连接于两个吊点区域之间中线上的每个第一节点。本实用新型的钢筋笼吊拆装方便、可重复利用,且更加安全可靠。

The utility model provides a convenient disassembly and reusable steel cage hanger, which includes a plurality of first steel grids at first nodes, a second steel grid with multiple second nodes, two hanging plates and a Beam between two suspension plates. The first reinforcement grid has two symmetrical lifting point areas including the first number of first nodes, the midline between the two lifting point areas includes a second number of first nodes, and the adjacent first nodes Reinforcing rods are arranged between adjacent second nodes and between adjacent first nodes and second nodes. Each suspension plate is connected to each first node in each suspension point area through a first number of reinforcement rods, and the first number of reinforcement rods are evenly distributed and connected to the bottom end and opposite side surfaces of each suspension plate. The beam is connected to each first node on the center line between the two lifting point areas by a second number of reinforcing rods. The steel cage crane of the utility model is convenient to assemble and disassemble, can be reused, and is safer and more reliable.

Description

拆装方便、可重复利用的钢筋笼吊具Easy disassembly and reusable steel cage spreader

技术领域technical field

本实用新型涉及一种用于梁场整体吊装的吊具,特别是一种拆装方便、可重复利用的钢筋笼吊具。The utility model relates to a sling used for overall hoisting of a beam yard, in particular to a rebar cage sling which is easy to assemble and disassemble and can be reused.

背景技术Background technique

目前,钢筋笼广泛应用于新建铁路、桥梁、高层建筑施工中,钢筋笼在制梁场或施工时的吊运一般是采用绳索或挂钩完成,容易对钢筋笼产生拉伸变形,而且在调运过程中钢筋笼容易产生偏斜,调整较为困难,上下两段钢筋笼之间不能进行准确的定位,给连接套的对接工作带来阻碍,影响钢筋笼的对接效果,降低桩基的施工效率,降低桩基的质量。At present, steel cages are widely used in the construction of new railways, bridges, and high-rise buildings. The hoisting and transportation of steel cages in beam yards or during construction is generally completed by ropes or hooks, which are easy to stretch and deform the steel cages. The middle steel cage is prone to deflection and difficult to adjust. The upper and lower steel cages cannot be accurately positioned, which will hinder the butt joint work of the connecting sleeve, affect the butt joint effect of the steel cage, reduce the construction efficiency of the pile foundation, and reduce the The quality of the pile foundation.

在箱梁预制过程中,传统用于吊运钢筋笼的吊具是采用型钢焊接而成。这种钢筋笼吊具一般是在施工现场进行下料、焊接,由于现场不具备专业下料工具以及精确的焊接胎具,因此对焊接变形不易控制,若拱度及刚度不达标,极有可能造成吊具制作失败和影响钢筋笼吊装质量的问题。另外,虽然可以利用加大型钢尺寸及用量的方式来保证刚度,但会在很大程度上造成成本升高,进而造成资金的浪费。此外,这种吊具为固定型式,由于体积庞大,不适合运输,只能在梁场一次性投资使用,并且转场费用过高。In the prefabrication process of box girders, the traditional spreader used to lift the steel cage is welded by section steel. This kind of steel cage spreader is generally used for blanking and welding at the construction site. Since the site does not have professional blanking tools and accurate welding molds, it is difficult to control the welding deformation. Cause the failure of making the spreader and affect the quality of the hoisting of the steel cage. In addition, although the rigidity can be ensured by increasing the size and amount of large steel, it will greatly increase the cost and cause a waste of funds. In addition, this kind of spreader is a fixed type, which is not suitable for transportation due to its bulky size. It can only be used as a one-time investment in the beam yard, and the transfer cost is too high.

实用新型内容Utility model content

针对上述技术问题,本实用新型提供一种拆装方便、可重复利用,且安全性更高的钢筋笼吊具。Aiming at the above-mentioned technical problems, the utility model provides a steel cage hanger which is easy to assemble and disassemble, can be reused, and has higher safety.

本实用新型的拆装方便、可重复利用的钢筋笼吊具包括第一钢筋网格、第二钢筋网格、两个吊板以及横梁。第一钢筋网格包括多个第一节点,相邻的第一节点之间设置有钢筋杆,第一钢筋网格具有对称的两个吊点区域,每个吊点区域包括第一数量的第一节点,两个吊点区域之间的中线上包括第二数量的第一节点。第二钢筋网格对应设置于第一钢筋网格的下方,第二钢筋网格包括多个第二节点,相邻的第二节点之间设置有钢筋杆,多个第二节点的数量少于多个第一节点的数量,相邻的第一节点与第二节点之间设置有钢筋杆。两个吊板分别设置于两个吊点区域的上方,每个吊板通过第一数量的钢筋杆连接于每个吊点区域的每个第一节点,第一数量的钢筋杆均匀分布地连接于每个吊板的底端及相对两侧面上。横梁设置于两个吊板之间,横梁通过第二数量的钢筋杆连接于两个吊点区域之间中线上的每个第一节点,第二数量的钢筋杆均匀分布地连接于横梁的底端。The utility model is easy to assemble and disassemble, and the reusable steel cage hanger includes a first steel bar grid, a second steel bar grid, two hanging plates and a crossbeam. The first reinforcement grid includes a plurality of first nodes, and reinforcement rods are arranged between adjacent first nodes. The first reinforcement grid has two symmetrical lifting point areas, and each lifting point area includes a first number of the first A node comprising a second number of first nodes on the centerline between the two suspension point regions. The second reinforcement grid is correspondingly arranged below the first reinforcement grid, the second reinforcement grid includes a plurality of second nodes, and reinforcement rods are arranged between adjacent second nodes, and the number of the plurality of second nodes is less than For the number of multiple first nodes, reinforcement rods are arranged between adjacent first nodes and second nodes. The two hanging plates are respectively arranged above the two lifting point areas, and each hanging plate is connected to each first node of each lifting point area through a first number of steel bars, and the first number of steel bar bars are connected evenly On the bottom end and on opposite sides of each hanging plate. The beam is arranged between the two suspension plates, and the beam is connected to each first node on the midline between the two suspension point areas through the second number of reinforcement rods, and the second number of reinforcement rods are evenly distributed and connected to the bottom of the beam end.

较佳地,第一钢筋网格包括MxN个第一节点,第二钢筋网格包括(M-1)x(N-1)个第二节点,M、N分别为大于2的自然数,且M大于N。进一步地,第一钢筋网格和第二钢筋网格皆为矩形网格,第一钢筋网格包括(M-1)x(N-1)个网格,第二钢筋网格包括(M-2)x(N-2)个网格。更进一步地,第二钢筋网格的每个第二节点皆对应于第一钢筋网格的网格中心。Preferably, the first reinforcement grid includes MxN first nodes, the second reinforcement grid includes (M-1)x(N-1) second nodes, M and N are natural numbers greater than 2, and M greater than N. Further, both the first reinforcement grid and the second reinforcement grid are rectangular grids, the first reinforcement grid includes (M-1) x (N-1) grids, and the second reinforcement grid includes (M- 2) x(N-2) grids. Furthermore, each second node of the second reinforcement grid corresponds to the grid center of the first reinforcement grid.

较佳地,相邻的钢筋杆于每个第一节点处皆采用螺栓球结构铰接,相邻的钢筋杆于每个第二节点处皆采用螺栓球结构铰接。Preferably, the adjacent reinforcement rods are hinged at each first node using a bolt ball structure, and the adjacent reinforcement rods are hinged at each second node using a bolt ball structure.

较佳地,横梁中部的相对两侧面分别与第一钢筋网格之间通过第三数量的钢筋杆连接。Preferably, the opposite side surfaces of the middle part of the beam are respectively connected to the first reinforcement grid through a third number of reinforcement rods.

较佳地,每个吊板与第一数量的钢筋杆卡接或焊接固定。Preferably, each suspension plate is fastened or welded to the first number of reinforcement rods.

较佳地,两个吊板与横梁卡接或焊接固定。Preferably, the two suspension plates are clamped or welded to the beam.

较佳地,横梁与第二数量的钢筋杆卡接或焊接固定。Preferably, the beam is clipped or welded to the second number of reinforcement rods.

较佳地,每个吊板的中部具有一个吊孔。Preferably, each hanging plate has a hanging hole in the middle.

与现有技术相比,本实用新型结构设计合理、安全可靠,吊装后钢筋笼不变形。Compared with the prior art, the utility model has reasonable structural design, safety and reliability, and the steel cage is not deformed after hoisting.

附图说明Description of drawings

图1为本实用新型一实施例的拆装方便、可重复利用的钢筋笼吊具的侧面示意图。Fig. 1 is a schematic side view of a convenient disassembly and reusable steel cage hanger according to an embodiment of the present invention.

图2为本实用新型一实施例的拆装方便、可重复利用的钢筋笼吊具的网格节点位置示意图。Fig. 2 is a schematic diagram of grid node positions of a rebar cage hanger that is easy to disassemble and reusable according to an embodiment of the present invention.

图3为本实用新型一实施例的拆装方便、可重复利用的钢筋笼吊具的吊板连接结构示意图。Fig. 3 is a schematic diagram of the connection structure of the hanging plate of the rebar cage hanger which is easy to disassemble and reusable according to an embodiment of the utility model.

具体实施方式Detailed ways

为使对本实用新型的目的、构造、特征、及其功能有进一步的了解,兹配合实施例详细说明如下。In order to have a further understanding of the purpose, structure, features, and functions of the present utility model, the detailed description is as follows in conjunction with the embodiments.

请结合参见图1至图3,图1为本实用新型一实施例的拆装方便、可重复利用的钢筋笼吊具100的侧面示意图,图2为本实用新型一实施例的拆装方便、可重复利用的钢筋笼吊具100的网格节点位置示意图,图3为本实用新型一实施例的拆装方便、可重复利用的钢筋笼吊具100的吊板连接结构示意图。Please refer to Fig. 1 to Fig. 3 in combination, Fig. 1 is a side schematic view of a convenient disassembly and reusable steel cage hanger 100 of an embodiment of the utility model, and Fig. 2 is a convenient disassembly and assembly of an embodiment of the utility model, A schematic diagram of grid node positions of the reusable steel cage hanger 100 , and FIG. 3 is a schematic diagram of the hanging plate connection structure of the reusable steel cage hanger 100 which is easy to disassemble and assemble according to an embodiment of the present invention.

拆装方便、可重复利用的钢筋笼吊具100包括第一钢筋网格1、第二钢筋网格2、两个吊板3以及横梁4。The reusable steel cage hanger 100 which is easy to disassemble and assemble includes a first steel bar grid 1 , a second steel bar grid 2 , two hanging plates 3 and a beam 4 .

第一钢筋网格1包括多个第一节点11,相邻的第一节点11之间设置有钢筋杆12,第一钢筋网格1具有对称的两个吊点区域10,每个吊点区域10包括第一数量的第一节点111,两个吊点区域10之间的中线上包括第二数量的第一节点112。The first reinforcement grid 1 includes a plurality of first nodes 11, and reinforcement rods 12 are arranged between adjacent first nodes 11. The first reinforcement grid 1 has two symmetrical lifting point areas 10, each lifting point area 10 includes a first number of first nodes 111 and a second number of first nodes 112 on the centerline between two suspension point areas 10 .

第二钢筋网格2对应设置于第一钢筋网格1的下方,第二钢筋网格2包括多个第二节点21,相邻的第二节点21之间设置有钢筋杆22,多个第二节点21的数量少于多个第一节点11的数量,相邻的第一节点11与第二节点21之间设置有钢筋杆121。The second reinforcement grid 2 is correspondingly arranged below the first reinforcement grid 1. The second reinforcement grid 2 includes a plurality of second nodes 21, and reinforcement rods 22 are arranged between adjacent second nodes 21. The number of the second nodes 21 is less than the number of the plurality of first nodes 11 , and reinforcing rods 121 are arranged between adjacent first nodes 11 and second nodes 21 .

两个吊板3分别设置于两个吊点区域10的上方,每个吊板3通过第一数量的钢筋杆31连接于每个吊点区域10的每个第一节点111,第一数量的钢筋杆31均匀分布地连接于每个吊板3的底端及相对两侧面上。Two suspension plates 3 are respectively arranged above the two suspension point areas 10, and each suspension plate 3 is connected to each first node 111 of each suspension point area 10 through a first number of steel bars 31, and the first number of The reinforcement rods 31 are evenly distributed and connected to the bottom end and the opposite side surfaces of each suspension plate 3 .

以图1、图2及图3所示为例,每个吊点区域10包括九个第一节点111,其中三根钢筋杆31分别连接于吊板3的一侧面(如图1视角所示)与前三个第一节点111之间,再三根钢筋杆31分别连接于吊板3的底端(如图3所示)与中间三个第一节点111之间,另三根钢筋杆31分别连接于吊板3的另一侧面(图未示)与后三个第一节点111之间。如此设计可大大增强吊具的承载能力。Taking Fig. 1, Fig. 2 and Fig. 3 as an example, each lifting point area 10 includes nine first nodes 111, in which three reinforcement rods 31 are respectively connected to one side of the hanging plate 3 (as shown in the perspective of Fig. 1 ) Between the first three first nodes 111, three reinforcement rods 31 are respectively connected between the bottom end of the suspension plate 3 (as shown in Figure 3) and the middle three first nodes 111, and the other three reinforcement rods 31 are respectively connected to Between the other side of the suspension plate 3 (not shown in the figure) and the last three first nodes 111 . Such a design can greatly enhance the carrying capacity of the spreader.

在实际应用中,每个吊板3与第一数量的钢筋杆31卡接或焊接固定,第一数量的钢筋杆31于第一节点111处皆采用螺栓球结构铰接。In practical application, each suspension plate 3 is clamped or welded to the first number of reinforcement rods 31 , and the first number of reinforcement rods 31 are hinged at the first node 111 using a bolt ball structure.

在一实施例中,每个吊板3的中部具有一个吊孔30,用以安装挂钩。In one embodiment, each hanging plate 3 has a hanging hole 30 in the middle for installing a hook.

横梁4设置于两个吊板3之间,横梁4通过第二数量的钢筋杆41连接于两个吊点区域10之间中线上的每个第一节点112,第二数量的钢筋杆41均匀分布地连接于横梁4的底端。在一实施例中,两个吊板3与横梁4卡接或焊接固定;横梁4与第二数量的钢筋杆41卡接或焊接固定。The crossbeam 4 is arranged between the two suspension plates 3, and the crossbeam 4 is connected to each first node 112 on the midline between the two suspension point areas 10 through a second number of reinforcement rods 41, and the second number of reinforcement rods 41 are uniform It is connected to the bottom end of the beam 4 in a distributed manner. In one embodiment, the two suspension plates 3 are clamped or welded to the beam 4; the beam 4 is clamped or welded to the second number of reinforcement rods 41 .

优选地,横梁4中部的相对两侧面可以分别与第一钢筋网格1之间通过第三数量的钢筋杆(图未示)连接,这样可进一步增强吊具的承载能力。Preferably, the opposite sides of the middle part of the beam 4 can be respectively connected with the first steel grid 1 through a third number of steel bars (not shown in the figure), which can further enhance the bearing capacity of the spreader.

在一实施例中,第一钢筋网格1包括MxN个第一节点11,第二钢筋网格2包括(M-1)x(N-1)个第二节点21,M、N分别为大于2的自然数,且M大于N。优选地,第一钢筋网格1和第二钢筋网格2皆为矩形网格,第一钢筋网格1包括(M-1)x(N-1)个网格13,第二钢筋网格2包括(M-2)x(N-2)个网格23。较佳地,第二钢筋网格2的每个第二节点21皆对应于第一钢筋网格1的网格13中心,以使受力点更加均匀分散。In one embodiment, the first reinforcement grid 1 includes MxN first nodes 11, the second reinforcement grid 2 includes (M-1)x(N-1) second nodes 21, and M and N are respectively greater than A natural number of 2, and M is greater than N. Preferably, both the first reinforcement grid 1 and the second reinforcement grid 2 are rectangular grids, the first reinforcement grid 1 includes (M-1) x (N-1) grids 13, and the second reinforcement grid 2 includes (M-2) x (N-2) grids 23 . Preferably, each second node 21 of the second steel bar grid 2 corresponds to the center of the grid 13 of the first steel bar grid 1 , so that the stress points are more uniformly dispersed.

在实际应用中,相邻的钢筋杆于每个第一节点11处皆采用螺栓球结构铰接,相邻的钢筋杆于每个第二节点21处皆采用螺栓球结构铰接。此处采用螺栓球连接,此连接方式为铰接,利于整个荷载在结构中的消散和吸收。相对钢接(钢梁全焊接)节点而言,螺栓球连接的吊具整体性及抗疲劳破坏能力更强,吊具自身具备双重安全的性能,安全性更有保证。In practical application, adjacent reinforcement bars are hinged at each first node 11 using a bolt ball structure, and adjacent reinforcement bars are hinged at each second node 21 using a bolt ball structure. The bolt ball connection is used here, and the connection method is hinged, which is beneficial to the dissipation and absorption of the entire load in the structure. Compared with the steel connection (full welding of steel beams) joints, the integrity of the spreader and the anti-fatigue damage ability of the bolt ball connection are stronger, and the spreader itself has double safety performance, and the safety is more guaranteed.

本实用新型结构设计合理,拆装方便,可重复利用的,安全可靠,吊装后钢筋笼不变形。The utility model has reasonable structural design, convenient assembly and disassembly, is reusable, safe and reliable, and the steel cage is not deformed after hoisting.

本实用新型已由上述相关实施例加以描述,然而上述实施例仅为实施本实用新型的范例。必需指出的是,已揭露的实施例并未限制本实用新型的范围。相反地,在不脱离本实用新型的精神和范围内所作的更动与润饰,均属本实用新型的专利保护范围。The utility model has been described by the above-mentioned relevant embodiments, but the above-mentioned embodiments are only examples for implementing the utility model. It must be pointed out that the disclosed embodiments do not limit the scope of the present invention. On the contrary, changes and modifications made without departing from the spirit and scope of the utility model all belong to the patent protection scope of the utility model.

Claims (10)

1.一种拆装方便、可重复利用的钢筋笼吊具,其特征在于包括:1. A rebar cage spreader that is easy to disassemble and can be reused, is characterized in that it comprises: 第一钢筋网格,包括多个第一节点,相邻的第一节点之间设置有钢筋杆,该第一钢筋网格具有对称的两个吊点区域,每个吊点区域包括第一数量的第一节点,该两个吊点区域之间的中线上包括第二数量的第一节点;The first reinforcement grid includes a plurality of first nodes, and reinforcement rods are arranged between adjacent first nodes. The first reinforcement grid has two symmetrical hanging point areas, and each hanging point area includes a first number of The first nodes of the two hanging point areas include a second number of first nodes on the centerline; 第二钢筋网格,对应设置于该第一钢筋网格的下方,该第二钢筋网格包括多个第二节点,相邻的第二节点之间设置有钢筋杆,该多个第二节点的数量少于该多个第一节点的数量,相邻的第一节点与第二节点之间设置有钢筋杆;The second reinforcement grid is correspondingly arranged below the first reinforcement grid, and the second reinforcement grid includes a plurality of second nodes, and reinforcing rods are arranged between adjacent second nodes, and the plurality of second nodes The number is less than the number of the plurality of first nodes, and reinforcing rods are arranged between adjacent first nodes and second nodes; 两个吊板,分别设置于该两个吊点区域的上方,每个吊板通过第一数量的钢筋杆连接于每个吊点区域的每个第一节点,该第一数量的钢筋杆均匀分布地连接于每个吊板的底端及相对两侧面上;以及Two hanging plates are respectively arranged above the two hanging point areas, and each hanging plate is connected to each first node of each hanging point area through a first number of steel bars, and the first number of steel bars are evenly distributedly attached to the bottom and opposite sides of each hanging plate; and 横梁,设置于该两个吊板之间,该横梁通过第二数量的钢筋杆连接于该两个吊点区域之间中线上的每个第一节点,该第二数量的钢筋杆均匀分布地连接于该横梁的底端。A crossbeam, arranged between the two suspension plates, the crossbeam is connected to each first node on the midline between the two suspension point areas through a second number of reinforcement rods, the second number of reinforcement rods are evenly distributed Attached to the bottom end of the beam. 2.如权利要求1所述的拆装方便、可重复利用的钢筋笼吊具,其特征在于,该第一钢筋网格包括MxN个第一节点,该第二钢筋网格包括(M-1)x(N-1)个第二节点,M、N分别为大于2的自然数,且M大于N。2. The easy dismounting and reusable reinforcement cage hanger of claim 1, wherein the first reinforcement grid comprises MxN first nodes, and the second reinforcement grid comprises (M-1 ) x (N-1) second nodes, M and N are natural numbers greater than 2, and M is greater than N. 3.如权利要求2所述的拆装方便、可重复利用的钢筋笼吊具,其特征在于,该第一钢筋网格和该第二钢筋网格皆为矩形网格,该第一钢筋网格包括(M-1)x(N-1)个网格,该第二钢筋网格包括(M-2)x(N-2)个网格。3. The easy disassembly and reusable steel cage hanger as claimed in claim 2, wherein the first steel mesh and the second steel mesh are all rectangular meshes, and the first steel mesh The grid includes (M-1)x(N-1) grids, and the second reinforcement grid includes (M-2)x(N-2) grids. 4.如权利要求3所述的拆装方便、可重复利用的钢筋笼吊具,其特征在于,该第二钢筋网格的每个第二节点皆对应于该第一钢筋网格的网格中心。4. The easy disassembly and reusable steel cage hanger as claimed in claim 3, wherein each second node of the second steel grid corresponds to the grid of the first steel grid center. 5.如权利要求1所述的拆装方便、可重复利用的钢筋笼吊具,其特征在于,相邻的钢筋杆于每个第一节点处皆采用螺栓球结构铰接,相邻的钢筋杆于每个第二节点处皆采用螺栓球结构铰接。5. The dismountable and reusable reinforcement cage hanger as claimed in claim 1, characterized in that, adjacent reinforcement rods are hinged at each first joint using a bolt ball structure, and adjacent reinforcement rods A bolt ball structure is used to hinge at each second node. 6.如权利要求1所述的拆装方便、可重复利用的钢筋笼吊具,其特征在于,该横梁中部的相对两侧面分别与该第一钢筋网格之间通过第三数量的钢筋杆连接。6. The easy disassembly and reusable reinforcement cage hanger as claimed in claim 1, characterized in that, a third number of reinforcement rods are passed between the opposite side surfaces of the beam middle part and the first reinforcement grid respectively connect. 7.如权利要求1所述的拆装方便、可重复利用的钢筋笼吊具,其特征在于,每个吊板与该第一数量的钢筋杆卡接或焊接固定。7. The reusable and disassembled steel cage hanger according to claim 1, characterized in that each hanging plate is clamped or welded to the first number of steel bar bars. 8.如权利要求1所述的拆装方便、可重复利用的钢筋笼吊具,其特征在于,该两个吊板与该横梁卡接或焊接固定。8. The easily disassembled and reusable steel cage hanger according to claim 1, characterized in that the two hanging plates are clamped or welded to the beam. 9.如权利要求1所述的拆装方便、可重复利用的钢筋笼吊具,其特征在于,该横梁与该第二数量的钢筋杆卡接或焊接固定。9. The easily disassembled and reusable steel cage hanger according to claim 1, characterized in that, the beam is clamped or welded to the second number of steel bars. 10.如权利要求1所述的拆装方便、可重复利用的钢筋笼吊具,其特征在于,每个吊板的中部具有一个吊孔。10. The easily disassembled and reusable steel cage hanger according to claim 1, wherein each hanging plate has a hanging hole in the middle.
CN201721482150.6U 2017-11-09 2017-11-09 Convenient for disassembly and assembly, the repeatable steel-reinforcement cage hanger utilized Expired - Fee Related CN207551699U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721482150.6U CN207551699U (en) 2017-11-09 2017-11-09 Convenient for disassembly and assembly, the repeatable steel-reinforcement cage hanger utilized

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721482150.6U CN207551699U (en) 2017-11-09 2017-11-09 Convenient for disassembly and assembly, the repeatable steel-reinforcement cage hanger utilized

Publications (1)

Publication Number Publication Date
CN207551699U true CN207551699U (en) 2018-06-29

Family

ID=62682458

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721482150.6U Expired - Fee Related CN207551699U (en) 2017-11-09 2017-11-09 Convenient for disassembly and assembly, the repeatable steel-reinforcement cage hanger utilized

Country Status (1)

Country Link
CN (1) CN207551699U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108946435A (en) * 2018-10-12 2018-12-07 中铁六局集团广州工程有限公司 A kind of hanging beam structure
CN109110629A (en) * 2018-10-12 2019-01-01 中铁六局集团广州工程有限公司 A kind of hoisting device for reinforcement cage

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108946435A (en) * 2018-10-12 2018-12-07 中铁六局集团广州工程有限公司 A kind of hanging beam structure
CN109110629A (en) * 2018-10-12 2019-01-01 中铁六局集团广州工程有限公司 A kind of hoisting device for reinforcement cage
CN109110629B (en) * 2018-10-12 2023-11-14 中铁六局集团有限公司 A steel cage hoisting device

Similar Documents

Publication Publication Date Title
CN106395605A (en) System for hoisting steel lining module of nuclear power station
CN116065835A (en) Installation and construction method of steel structure corridor
CN204873431U (en) Multi -functional steel reinforcement cage hoist
CN207551699U (en) Convenient for disassembly and assembly, the repeatable steel-reinforcement cage hanger utilized
CN106836491A (en) A kind of high strength steel pipe concrete column girder connection structure and its construction method
CN101850928B (en) Special stability truss lifting tool for large-scale complete cross section
CN103556862B (en) Multitube suspension type chimney internal cylinder system of support structures
CN105780659A (en) Lifting appliance special for erection of large-tonnage steel box beam segment in non-stayed cable area of cable-stayed bridge
CN217211450U (en) A large bridge crane load test device
CN208121586U (en) A kind of attachment device for porous freely-supported approximation arch steel truss erection
CN208197158U (en) A kind of reinforcing bar tire suspender of precast segment box beam
CN117661463A (en) Assembled truss for large-span beam construction and installation method thereof
CN214737303U (en) Truss type steel pipe concrete cable tower structure
CN205348731U (en) Core section of thick bamboo reinforcing bar post is from promoting formula operation platform
CN213112170U (en) Box girder prefabricating field steel reinforcement framework lifting appliance
CN221918981U (en) High-speed railway box girder hoisting and rain shielding integrated device
CN209778062U (en) An extension spreader for hoisting steel pipe arch bridge lattice girders
CN203420270U (en) Fish belly sill part of foundation pit supporting and protecting inner support system
CN204454225U (en) A kind of welded structure of solid drawn pipe is without moment of flexure support beam
CN211257555U (en) Novel steel bar drawknot structure of outrigger truss
CN209177844U (en) A plate type quick lifting device
CN219792145U (en) A hanger device for lifting prefabricated T-beams
CN206128606U (en) Platform for installation of conical steel coal hoppers for super large clustered polygonal coal bunkers
CN221343654U (en) A truss device for crane boom
CN103437362B (en) The fish belly sill parts of pattern foundation pit supporting structure inner support system

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180629