CN204265221U - A kind of super large-scale hoisting steel plate instrument - Google Patents
A kind of super large-scale hoisting steel plate instrument Download PDFInfo
- Publication number
- CN204265221U CN204265221U CN201420731601.5U CN201420731601U CN204265221U CN 204265221 U CN204265221 U CN 204265221U CN 201420731601 U CN201420731601 U CN 201420731601U CN 204265221 U CN204265221 U CN 204265221U
- Authority
- CN
- China
- Prior art keywords
- wire rope
- steel
- ring
- steel wire
- super
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 97
- 239000010959 steel Substances 0.000 title claims abstract description 97
- 125000006850 spacer group Chemical group 0.000 claims abstract description 15
- 230000007246 mechanism Effects 0.000 claims abstract description 11
- 239000000725 suspension Substances 0.000 claims description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000005265 energy consumption Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 3
- 239000002131 composite material Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000005303 weighing Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Load-Engaging Elements For Cranes (AREA)
Abstract
本实用新型涉及一种超大规格钢板吊装工具,包括从上到下依次连接的吊环、上部钢丝绳、组合吊梁、下部钢丝绳及大板钩,所述组合吊梁对应钢丝绳连接处设数组连接机构,上部钢丝绳和下部钢丝绳通过连接机构连接。组合吊梁由上连接板、下连接板、槽钢一和槽钢二组成,连接机构由销轴、隔套、子母环和挡圈组成,销轴依次穿过槽钢一、隔套一、上部钢丝绳一的末端环形扣、子母环的主环、上部钢丝绳二的末端环形扣、隔套二和槽钢二后由挡圈固定。子母环由一个主环和两个子环组成。与现有技术相比,本实用新型的有益效果是:可实现制管行业超长、超宽、超厚钢板的吊装卸料,吊具自重轻,结构简单,制作方便,不消耗能源,经济实用。
The utility model relates to a super-large steel plate hoisting tool, which comprises a hoisting ring connected sequentially from top to bottom, an upper steel wire rope, a combined hanging beam, a lower steel wire rope and a large plate hook. The upper steel wire rope and the lower steel wire rope are connected by a connecting mechanism. The combined hanging beam is composed of upper connecting plate, lower connecting plate, channel steel one and channel steel two. The connecting mechanism is composed of pin shaft, spacer sleeve, mother and child ring and retaining ring. The pin shaft passes through channel steel one and spacer one in turn. 1. The end ring buckle of the upper steel wire rope one, the main ring of the mother and child ring, the end ring buckle of the upper steel wire rope two, the spacer two and the channel steel two are fixed by the retaining ring. The mother-child ring consists of a main ring and two sub-rings. Compared with the prior art, the utility model has the beneficial effects that: the hoisting and unloading of super-long, super-wide and super-thick steel plates in the pipe industry can be realized, the lifting tool has light weight, simple structure, convenient manufacture, no energy consumption, and economical practical.
Description
技术领域technical field
本实用新型涉及一种吊具,尤其涉及一种超大规格钢板吊装工具。The utility model relates to a hoisting tool, in particular to a hoisting tool for a super-large steel plate.
背景技术Background technique
目前制管行业钢板卸料时主要采用电磁吊和真空吊吊具,这两种吊装工具一般只针对常用规格钢板吊装,且造价及维护费用昂贵。针对于钢板长度大于14m,宽度大于5m,厚度大于60mm,单张重量超过30吨的钢板,上述两种吊具因为自重很重,不仅会增加吊车负荷,而且两种吊具使用过程均需消耗一定能源,一旦超负荷运行造成损坏维修困难。At present, electromagnetic cranes and vacuum lifting spreaders are mainly used for unloading steel plates in the pipe industry. These two lifting tools are generally only used for lifting steel plates with common specifications, and the cost and maintenance cost are expensive. For steel plates with a length greater than 14m, a width greater than 5m, a thickness greater than 60mm, and a single sheet weighing more than 30 tons, the above two spreaders will not only increase the load of the crane due to their heavy self-weight, but also consume a lot of energy during the use of the two spreaders. A certain amount of energy, once it is damaged due to overload operation, it is difficult to repair.
发明内容Contents of the invention
本实用新型提供了一种超大规格钢板吊装工具,实现制管行业超长、超宽、超厚钢板的吊装卸料,吊具自重轻,结构简单,制作方便,不消耗能源,经济实用。The utility model provides a super-large steel plate hoisting tool, which can realize the hoisting and unloading of super-long, super-wide and super-thick steel plates in the pipe industry. The hoisting tool has light weight, simple structure, convenient manufacture, no energy consumption, and is economical and practical.
为了达到上述目的,本实用新型采用以下技术方案实现:In order to achieve the above object, the utility model adopts the following technical solutions to realize:
一种超大规格钢板吊装工具,包括从上到下依次连接的吊环、上部钢丝绳、组合吊梁、下部钢丝绳及大板钩,所述组合吊梁对应钢丝绳连接处设数组连接机构,上部钢丝绳和下部钢丝绳通过连接机构连接。An ultra-large-sized steel plate hoisting tool, including a lifting ring connected sequentially from top to bottom, an upper steel wire rope, a combined hanging beam, a lower steel wire rope and a large plate hook. The wire ropes are connected by a connecting mechanism.
所述组合吊梁由上连接板、下连接板、槽钢一和槽钢二组成,槽钢一和槽钢二相对设置,与上连接板和下连接板形成吊梁主框架,上连接板与下连接板在对应钢丝绳连接处断开200~300mm距离或开设槽口。The combined hanging beam is composed of an upper connecting plate, a lower connecting plate, channel steel one and channel steel two, the channel steel one and channel steel two are arranged oppositely, form the main frame of the hanging beam with the upper connecting plate and the lower connecting plate, and the upper connecting plate Disconnect 200-300mm from the lower connecting plate at the corresponding wire rope connection or open a notch.
所述连接机构由销轴、隔套、子母环和挡圈组成,销轴依次穿过槽钢一、隔套一、上部钢丝绳一的末端环形扣、子母环的主环、上部钢丝绳二的末端环形扣、隔套二和槽钢二后由挡圈固定。The connecting mechanism is composed of a pin shaft, a spacer, a mother ring and a retaining ring, and the pin shaft passes through the channel steel one, the spacer one, the end ring buckle of the upper steel wire rope one, the main ring of the mother ring, and the upper steel wire rope two. The end ring buckle, the spacer two and the channel steel two are fixed by the retaining ring.
所述槽钢内侧设加强块。A reinforcing block is arranged inside the channel steel.
所述子母环由一个主环和两个子环组成,两个子环分别连接下部钢丝绳一和下部钢丝绳二的上端,下部钢丝绳一和下部钢丝绳二的下端分别连接大板钩。Described son and mother ring is made up of a main ring and two sub-rings, and two sub-rings are respectively connected the upper end of bottom steel wire rope one and bottom steel wire rope two, and the lower end of bottom steel wire rope one and bottom steel wire rope two is respectively connected big plate hook.
与现有技术相比,本实用新型的有益效果是:Compared with the prior art, the beneficial effects of the utility model are:
可实现制管行业超长、超宽、超厚钢板的吊装卸料,吊具自重轻,结构简单,制作方便,不消耗能源,经济实用。It can realize the hoisting and unloading of super-long, super-wide and super-thick steel plates in the pipe industry. The spreader is light in weight, simple in structure, easy to manufacture, does not consume energy, and is economical and practical.
附图说明Description of drawings
图1是本实用新型的结构示意图。Fig. 1 is the structural representation of the utility model.
图2是图1的A-A剖视图。Fig. 2 is a cross-sectional view along line A-A of Fig. 1 .
图3是图2中的I部放大视图。Fig. 3 is an enlarged view of part I in Fig. 2 .
图4是图2中的II部放大视图。Fig. 4 is an enlarged view of part II in Fig. 2 .
图中:1.吊环 2.上部钢丝绳 21.上部钢丝绳一 22.上部钢丝绳二 3.组合吊梁31.上连接板 32.下连接板 33.槽钢一 34.槽钢二 4.连接机构 41.销轴42.隔套一 43.隔套二 44.子母环主环 45.子母环子环 46.挡圈 47.加强块 5.下部钢丝绳51.下部钢丝绳一 52.下部钢丝绳二 6.大板钩 7.钢板In the figure: 1. Lifting ring 2. Upper steel wire rope 21. Upper steel wire rope 1 22. Upper steel wire rope 2 3. Combined hanging beam 31. Upper connecting plate 32. Lower connecting plate 33. Channel steel 1 34. Channel steel 2 4. Connection mechanism 41 .Pin shaft 42.Space sleeve 1 43.Spacer sleeve 2 44.Main ring of primary and secondary rings 45.Sub-ring of primary and secondary rings 46.Retaining ring 47.Reinforcing block 5.Lower wire rope 51.Lower wire rope 1 52.Lower wire rope 2 6 .Large plate hook 7.Steel plate
具体实施方式Detailed ways
下面结合附图对本实用新型的具体实施方式作进一步说明:The specific embodiment of the utility model will be further described below in conjunction with accompanying drawing:
见图1-图3,是本实用新型的结构示意图,本实用新型一种超大规格钢板吊装工具,包括从上到下依次连接的吊环1、上部钢丝绳2、组合吊梁3、下部钢丝绳5及大板钩6,所述组合吊梁3对应钢丝绳连接处设数组连接机构4,上部钢丝绳2和下部钢丝绳5通过连接机构4连接。See Fig. 1-Fig. 3, it is the structure schematic diagram of the present utility model, and the utility model is a kind of super-sized steel plate hoisting tool, comprises suspension ring 1, upper steel wire rope 2, combined suspension beam 3, lower steel wire rope 5 and The large plate hook 6, the connection of the steel wire ropes corresponding to the combined hanging beam 3 is provided with an array of connecting mechanisms 4, and the upper steel ropes 2 and the lower steel ropes 5 are connected by the connecting mechanisms 4.
所述组合吊梁3由上连接板31、下连接板32、槽钢一33和槽钢二34组成,槽钢一33和槽钢二45相对设置,与上连接板31和下连接板32形成吊梁主框架,上连接板31与下连接板32在对应钢丝绳连接处断开200~300mm距离或开设槽口。Described composite suspension beam 3 is made up of upper connecting plate 31, lower connecting plate 32, channel steel one 33 and channel steel two 34, and channel steel one 33 and channel steel two 45 are arranged oppositely, with upper connecting plate 31 and lower connecting plate 32 The main frame of the suspension beam is formed, and the upper connecting plate 31 and the lower connecting plate 32 are disconnected at a distance of 200-300 mm at the connection of the corresponding wire ropes or provided with notches.
所述连接机构4由销轴41、隔套、子母环和挡圈45组成,销轴41依次穿过槽钢一33、隔套一42、上部钢丝绳一21的末端环形扣、子母环的主环44、上部钢丝绳二22的末端环形扣、隔套二43和槽钢二34后由挡圈46固定。Described connecting mechanism 4 is made up of bearing pin 41, spacer, mother-in-law ring and retaining ring 45, and pin shaft 41 passes through channel steel-33, spacer-42, the end ring buckle of upper steel wire rope-21, mother-in-law ring successively The main ring 44, the end ring buckle of the top wire rope two 22, the spacer two 43 and the channel steel two 34 are fixed by the retaining ring 46 behind.
所述槽钢内侧设加强块47。A reinforcement block 47 is arranged inside the channel steel.
所述子母环由一个主环44和两个子环45组成,两个子环45分别连接下部钢丝绳一51和下部钢丝绳二52的上端,下部钢丝绳一51和下部钢丝绳二52的下端分别连接大板钩6。(见图4)The mother-child ring is composed of a main ring 44 and two sub-rings 45, the two sub-rings 45 are respectively connected to the upper ends of the lower steel wire rope 1 51 and the lower steel wire rope 2 52, and the lower ends of the lower steel wire rope 1 51 and the lower steel wire rope 2 52 are respectively connected to the large plate hook6. (See Figure 4)
以下实施例在以本实用新型技术方案为前提下进行实施,给出了详细的实施方式和具体的操作过程,但本实用新型的保护范围不限于下述的实施例。下述实施例中所用方法如无特别说明均为常规方法。The following examples are carried out on the premise of the technical solution of the utility model, and detailed implementation and specific operation process are provided, but the protection scope of the utility model is not limited to the following examples. The methods used in the following examples are conventional methods unless otherwise specified.
【实施例1】【Example 1】
吊装长度为18.4m,宽度为5.2m,厚度为65mm的钢板7,单张钢板7重约49吨。A steel plate 7 with a length of 18.4m, a width of 5.2m, and a thickness of 65mm is hoisted, and a single steel plate 7 weighs about 49 tons.
采用28C槽钢,上连接板31和下连接板32的厚度为25mm,宽度为290mm,焊接制作组合吊梁3。组合吊梁3全长16m,间隔2.5m共设7个吊点即钢丝绳连接处。Adopt 28C channel steel, the thickness of the upper connection plate 31 and the lower connection plate 32 is 25mm, the width is 290mm, and the combined hanging beam 3 is manufactured by welding. Combined hanging beam 3 full-length 16m, 7 hanging points are established at intervals of 2.5m, that is, wire rope joints.
上部钢丝绳2及下部钢丝绳5均采用¢25mm直径钢丝绳。The upper steel wire rope 2 and the lower steel wire rope 5 all adopt ¢25mm diameter steel wire rope.
销轴41直径55mm,长360mm,子母环的主环44和子环45直径均为¢55mm,槽钢一33和槽钢二34内设有35mm厚加强块47,隔套厚度为30mm。销轴依次穿过槽钢一33、隔套一42、上部钢丝绳一21的末端环形扣、子母环的主环44、上部钢丝绳二22的末端环形扣、隔套二43和槽钢二34后由挡圈46固定。Bearing pin 41 diameters 55mm, long 360mm, the main ring 44 of son and mother ring and sub-ring 45 diameters are ¢ 55mm, and channel steel one 33 and channel steel two 34 are provided with 35mm thick reinforcing block 47, and spacer cover thickness is 30mm. The pin shaft passes through channel steel one 33, spacer one 42, the end ring buckle of upper steel wire rope one 21, the main ring 44 of the mother and child ring, the end ring buckle of upper steel wire rope two 22, spacer two 43 and channel steel two 34 After that, it is fixed by retaining ring 46.
上部钢丝绳2的两端采用环形扣固定在吊环1和销轴41上,与销轴41连接处还可设滑轮。下部钢丝绳5上端固定在子母环的子环45上,末端连接大板钩6。The two ends of top wire rope 2 adopt ring buckle to be fixed on suspension ring 1 and bearing pin 41, also can establish pulley with bearing bearing 41 connection. Bottom steel wire rope 5 upper ends are fixed on the sub-ring 45 of sub-mother ring, and the end connects big plate hook 6.
使用时,将大板钩6钩在需钢板7的适当位置,将吊环1挂在吊车的吊钩中,利用吊车起吊即可完成钢板7吊装或卸板作业。During use, the large plate hook 6 is hooked on the appropriate position of the steel plate 7, the suspension ring 1 is hung in the hook of the crane, and the steel plate 7 hoisting or unloading operation can be completed by using the crane to lift.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420731601.5U CN204265221U (en) | 2014-11-27 | 2014-11-27 | A kind of super large-scale hoisting steel plate instrument |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420731601.5U CN204265221U (en) | 2014-11-27 | 2014-11-27 | A kind of super large-scale hoisting steel plate instrument |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204265221U true CN204265221U (en) | 2015-04-15 |
Family
ID=52800100
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420731601.5U Expired - Fee Related CN204265221U (en) | 2014-11-27 | 2014-11-27 | A kind of super large-scale hoisting steel plate instrument |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204265221U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107934744A (en) * | 2017-12-22 | 2018-04-20 | 大连华锐重工集团股份有限公司 | Polar crane integral hoisting device for rapid |
| CN110980500A (en) * | 2019-12-06 | 2020-04-10 | 中国三冶集团有限公司 | A kind of balanced force auxiliary hoisting beam and roof structure integral hoisting method |
-
2014
- 2014-11-27 CN CN201420731601.5U patent/CN204265221U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107934744A (en) * | 2017-12-22 | 2018-04-20 | 大连华锐重工集团股份有限公司 | Polar crane integral hoisting device for rapid |
| CN107934744B (en) * | 2017-12-22 | 2023-11-28 | 大连华锐重工集团股份有限公司 | Integral hoisting device for ring crane |
| CN110980500A (en) * | 2019-12-06 | 2020-04-10 | 中国三冶集团有限公司 | A kind of balanced force auxiliary hoisting beam and roof structure integral hoisting method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202897799U (en) | Lifting appliance for ring-shaped workpiece | |
| CN103241644A (en) | Assembly method of large-scale thin-wall steel containment vessel and auxiliary hoisting pieces | |
| CN101994318A (en) | Lifting frame, hoisting system and hoisting method for vertically and rotatably hoisting steel reinforcement cage | |
| CN201864454U (en) | Lifting appliance of centralized overhauling transportation system of electrolytic cell | |
| CN204265221U (en) | A kind of super large-scale hoisting steel plate instrument | |
| CN205034964U (en) | A hoist for vertical rolling mill transmission shaft | |
| CN203781677U (en) | Trial mass device of crane | |
| CN204355943U (en) | Jack-up platform truss leg main chord tube stands up hoisting tooling | |
| CN103738852B (en) | Hoisting crane test mass device | |
| CN208413637U (en) | A kind of crane hanger | |
| CN201686393U (en) | Grill pole lifting tooling | |
| CN204416909U (en) | A kind of suspender for changing vertical miller roll | |
| CN204778565U (en) | Well lid handling device | |
| CN104528519A (en) | Clamping tool for assisting in hoisting cement electric poles | |
| CN206069205U (en) | The U-shaped movable hoisting device of heavy steel cofferdam | |
| CN205776169U (en) | Filling pile cage of reinforcement hangs muscle device | |
| CN203754232U (en) | Simple steel rail lifting tool | |
| CN203682885U (en) | Circular steel structure framework hoisting tool | |
| CN203319508U (en) | Hoisting auxiliary element for large thin-wall steel containment vessel | |
| CN106241624A (en) | The hanging method of multiple different size module | |
| CN204252530U (en) | A kind of exterior wall typified form to rise overally hanging apparatus with climbing frame | |
| CN201495022U (en) | Steel tube lifting appliance | |
| CN205973434U (en) | Case roof beam steel reinforcement cage hoist | |
| CN206266083U (en) | Prefabricated reinforced concrete septic tank dedicated lifting hook | |
| CN202936088U (en) | T-shaped beam steel lifting bracket |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150415 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |