CN204917745U - Portable portal crane - Google Patents
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- CN204917745U CN204917745U CN201520681300.0U CN201520681300U CN204917745U CN 204917745 U CN204917745 U CN 204917745U CN 201520681300 U CN201520681300 U CN 201520681300U CN 204917745 U CN204917745 U CN 204917745U
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Abstract
本实用新型涉及一种便捷式龙门吊,它包括主梁,主梁左右两端均设置有端梁,端梁包括有钢管支柱、斜撑,钢管支柱与斜撑之间用角钢固定连接,钢管支柱包括有钢管支柱A、钢管支柱B,钢管支柱B的下端面连接有混凝土基座,钢管支柱B与混凝土基座之间用螺栓连接,钢管支柱A的下端面连接有承台,承台设置在钢管支柱A与钢管支柱B之间,钢管支柱A与钢管支柱B之间还设置有施工平台,施工平台与承台之间通过墩柱固定连接,主梁的左右两端均设置有限位块,主梁上还设置有卷扬机,卷扬机的下部悬挂有T梁;总之本实用新型具有结构简单、作业稳定、使用材料少、成本低、智能监测、高效防撞的优点。
The utility model relates to a portable gantry crane, which comprises a main girder, end girders are arranged at the left and right ends of the main girder, the end girder includes a steel pipe pillar and a diagonal brace, the steel pipe pillar and the diagonal brace are fixedly connected by angle steel, the steel pipe pillar It includes a steel pipe pillar A and a steel pipe pillar B, the lower end of the steel pipe pillar B is connected to a concrete foundation, the steel pipe pillar B is connected to the concrete foundation with bolts, the lower end of the steel pipe pillar A is connected to a cap, and the cap is set on There is also a construction platform between the steel pipe pillar A and the steel pipe pillar B, and between the steel pipe pillar A and the steel pipe pillar B. The construction platform and the cap are fixedly connected by piers, and the left and right ends of the main beam are provided with limit blocks. A hoist is also arranged on the main beam, and a T-beam is hung on the lower part of the hoist; in a word, the utility model has the advantages of simple structure, stable operation, less material used, low cost, intelligent monitoring, and high-efficiency anti-collision.
Description
技术领域 technical field
本实用新型属于起重设备领域,特别涉及一种龙门吊,尤其涉及一种便捷式龙门吊。 The utility model belongs to the field of lifting equipment, in particular to a gantry crane, in particular to a portable gantry crane.
背景技术 Background technique
在工程建设中,特别是在高速公路高铁的建设中,需要对T梁进行吊运,T梁种类多,对T梁预制带来很大的困难,因此T梁加设是保证工期的关键;另外,在工程项目实施过程中,往往项目部现有钢管桩、贝雷片及型钢等材料特别多,如何使用钢管桩、贝雷片及型钢等有限的材料,因地制宜建设结构简单、作业稳定的便携式龙门吊是问题的关键;同时,我们也要保证龙门吊的性能,比如防撞、比如对重物质量的安全检测等;因此,提供一种结构简单、作业稳定、使用材料少、成本低、智能监测、高效防撞的便捷式龙门吊是非常必要的。 In engineering construction, especially in the construction of expressways and high-speed railways, T-beams need to be hoisted and transported. There are many types of T-beams, which brings great difficulties to the prefabrication of T-beams. Therefore, the addition of T-beams is the key to ensuring the construction period; In addition, during the implementation of engineering projects, the project department often has a large amount of materials such as steel pipe piles, bailey sheets, and section steel. A stable portable gantry crane is the key to the problem; at the same time, we also need to ensure the performance of the gantry crane, such as anti-collision, such as safety inspection of the quality of heavy objects, etc.; therefore, provide a simple structure, stable operation, less materials used, and low cost , Intelligent monitoring, efficient anti-collision portable gantry crane is very necessary.
发明内容 Contents of the invention
本实用新型的目的是为了克服现有技术的不足,而提供一种结构简单、作业稳定、使用材料少、成本低、智能监测、高效防撞的便捷式龙门吊。 The purpose of the utility model is to overcome the deficiencies of the prior art, and provide a portable gantry crane with simple structure, stable operation, less material used, low cost, intelligent monitoring, and high-efficiency anti-collision.
本实用新型的目的是这样实现的:一种便捷式龙门吊,它包括主梁,所述的主梁左右两端均设置有端梁,所述的端梁包括有钢管支柱、斜撑,所述的钢管支柱与斜撑之间用角钢固定连接,所述的钢管支柱包括有钢管支柱A、钢管支柱B,所述的钢管支柱B的下端面连接有混凝土基座,所述的钢管支柱B与混凝土基座之间用螺栓连接,所述的钢管支柱A的下端面连接有承台,所述的承台设置在钢管支柱A与钢管支柱B之间,所述的钢管支柱A与钢管支柱B之间还设置有施工平台,所述的施工平台与承台之间通过墩柱固定连接,所述的主梁的左右两端均设置有限位块,所述的主梁上还设置有卷扬机,所述的卷扬机的下部悬挂有T梁。 The purpose of this utility model is achieved in this way: a portable gantry crane, which includes a main beam, the left and right ends of the main beam are provided with end beams, and the end beams include steel pipe pillars and diagonal braces. The steel pipe support and the diagonal brace are fixedly connected with angle steel. The steel pipe support includes a steel pipe support A and a steel pipe support B. The lower end surface of the steel pipe support B is connected to a concrete base. The steel pipe support B and the The concrete bases are connected by bolts, and the lower end surface of the steel pipe pillar A is connected with a cap, and the cap is arranged between the steel pipe pillar A and the steel pipe pillar B, and the steel pipe pillar A and the steel pipe pillar B There is also a construction platform between them, and the construction platform and the cap are fixedly connected by pier columns, the left and right ends of the main beam are provided with limiting blocks, and the main beam is also provided with a hoist. The lower part of the winch is suspended with a T-beam.
所述的承台设置在水平地面的下部。 The platform is set on the lower part of the horizontal ground.
所述的卷扬机上还设置有报警器、重力传感器。 The hoist is also provided with an alarm and a gravity sensor.
所述的承台与混凝土基座之间设置有运梁平车。 A beam transport flat car is arranged between the cap and the concrete base.
所述的主梁采用14片321型号的贝雷。 The main girder adopts 14 pieces of Baileys of the 321 model.
所述的卷扬机重5t。 Described winch weighs 5t.
所述的钢管支柱采用630mm*10mm的Q235钢材。 The steel pipe pillar adopts Q235 steel material of 630mm*10mm.
所述的限位块由贝雷片组成。 The limiting block is composed of Bailey sheets.
本实用新型的有益效果:本实用新型的限位块由贝雷片组成,主梁跨度35.4m,两边各悬臂3.3m,采用14片321型号的贝雷,贝雷片长3m,高1.5m,按单层8排,上下加强的形式组装贝雷,轨道枕采用钢轨型号P43,贝雷片自重275kg/片,钢管支柱采用630mm×10mm的Q235钢材,所选用的材料都是工程设计中现有的材料,具有使用材料少、结构简单的特点;通过对钢管支柱受力强度的验算,钢管支柱受力强度大于主梁上卷扬机作业时所受的最大支撑力,进一步保证了作业稳定;限位块保证了卷扬机高效防撞;卷扬机上设置有报警器、重力传感器,当检测到T梁重量过大时,会智能报警,进一步保证了作业的安全稳定;同时,本实用新型是在现有的工程建设项目中建造的,钢管支柱B与地面上的混凝土基座固定连接,钢管支柱A与工程项目中承台固定连接,因地制宜、便捷灵活;总之本实用新型具有结构简单、作业稳定、使用材料少、成本低、智能监测、高效防撞的优点。 Beneficial effects of the utility model: the limiting block of the utility model is composed of Bailey sheets, the span of the main girder is 35.4m, each cantilever is 3.3m on both sides, and 14 pieces of 321 type Baileys are used, and the Bailey sheets are 3m long and 1.5m high The Baileys are assembled in the form of 8 rows in a single layer with upper and lower reinforcements. The track sleeper adopts the type of steel rail P43, the weight of the Bailey sheet is 275kg/piece, and the steel pipe pillars are made of 630mm×10mm Q235 steel. The materials selected are all existing in the engineering design. Some materials have the characteristics of less materials and simple structure; through the calculation of the force strength of the steel pipe pillar, the force strength of the steel pipe pillar is greater than the maximum support force of the hoist on the main beam, which further ensures the stability of the operation; The bit blocks ensure the high efficiency and anti-collision of the hoist; the hoist is equipped with an alarm and a gravity sensor, and when it detects that the weight of the T beam is too large, it will intelligently alarm, further ensuring the safety and stability of the operation; at the same time, the utility model is based on the existing The steel pipe pillar B is fixedly connected with the concrete base on the ground, and the steel pipe pillar A is fixedly connected with the cap platform in the engineering project, which is convenient and flexible according to local conditions; in a word, the utility model has the advantages of simple structure, stable operation, and The advantages of less material, low cost, intelligent monitoring, and efficient collision avoidance.
附图说明 Description of drawings
图1是本实用新型的一种便捷式龙门吊的结构示意图。 Fig. 1 is a structural schematic diagram of a portable gantry crane of the present invention.
图中:1、主梁2、卷扬机3、施工平台4、钢管立柱A5、斜撑6、墩柱7、承台8、运梁平车9、混凝土基座10、水平地面11、报警器12、重力传感器13、T梁14、限位块15、钢管支柱B。 In the figure: 1, main beam 2, hoist 3, construction platform 4, steel pipe column A5, diagonal brace 6, pier column 7, platform cap 8, beam transport flat car 9, concrete base 10, horizontal ground 11, alarm 12, Gravity sensor 13, T beam 14, limit block 15, steel pipe pillar B.
具体实施方式 Detailed ways
下面结合附图对本实用新型做进一步的说明。 Below in conjunction with accompanying drawing, the utility model is described further.
实施例1 Example 1
如图1所示,一种便捷式龙门吊,它包括主梁1,所述的主梁1左右两端均设置有端梁,所述的端梁包括有钢管支柱、斜撑5,所述的钢管支柱与斜撑5之间用角钢固定连接,所述的钢管支柱包括有钢管支柱A4、钢管支柱B15,所述的钢管支柱B15的下端面连接有混凝土基座9,所述的钢管支柱B15与混凝土基座9之间用螺栓连接,所述的钢管支柱A4的下端面连接有承台7,所述的承台7设置在钢管支柱A4与钢管支柱B15之间,所述的钢管支柱A4与钢管支柱B15之间还设置有施工平台3,所述的施工平台3与承台7之间通过墩柱6固定连接,所述的主梁1的左右两端均设置有限位块14,所述的主梁1上还设置有卷扬机2,所述的卷扬机2的下部悬挂有T梁13。 As shown in Figure 1, a kind of portable gantry crane, it comprises main girder 1, and described main girder 1 left and right ends are all provided with end girder, and described end girder comprises steel pipe pillar, diagonal brace 5, and described The steel pipe pillar and the diagonal brace 5 are fixedly connected with angle steel. The steel pipe pillar includes a steel pipe pillar A4 and a steel pipe pillar B15. The lower end surface of the steel pipe pillar B15 is connected with a concrete base 9. The steel pipe pillar B15 It is connected with the concrete base 9 by bolts, and the lower end surface of the steel pipe pillar A4 is connected with a platform 7, and the described platform 7 is arranged between the steel pipe pillar A4 and the steel pipe pillar B15, and the steel pipe pillar A4 There is also a construction platform 3 between the steel pipe pillar B15, and the construction platform 3 and the bearing platform 7 are fixedly connected by the pier column 6, and the left and right ends of the main beam 1 are provided with limit blocks 14, so that The main beam 1 is also provided with a hoist 2, and a T-beam 13 is suspended from the bottom of the hoist 2.
本实用新型具体实施时:本实用新型的限位块14由贝雷片组成,主梁1跨度35.4m,两边各悬臂3.3m,采用14片321型号的贝雷,贝雷片长3m,高1.5m,按单层8排,上下加强的形式组装贝雷,轨道枕采用钢轨型号P43,贝雷片自重275kg/片,钢管支柱采用630mm×10mm的Q235钢材,所选用的材料都是工程设计中现有的材料,具有使用材料少、结构简单的特点;通过对钢管支柱受力强度的验算,钢管支柱受力强度大于主梁上卷扬机作业时所受的最大支撑力,进一步保证了作业稳定;限位块14保证了卷扬机2高效防撞;卷扬机2上设置有报警器11、重力传感器12,当检测到T梁13重量过大时,会智能报警,进一步保证了作业的安全稳定;总之本实用新型具有结构简单、作业稳定、使用材料少、成本低、智能监测、高效防撞的优点。 During the concrete implementation of the present utility model: the spacer block 14 of the present utility model is made up of Bailey sheet, main girder 1 span 35.4m, each cantilever 3.3m of both sides, adopts 14 Baileys of 321 models, Bailey sheet length 3m, high 1.5m, with 8 rows in a single layer, the Baileys are assembled in the form of upper and lower reinforcements. The track sleeper adopts the type of steel rail P43, the weight of the Bailey sheet is 275kg/piece, and the steel pipe pillars are made of 630mm×10mm Q235 steel. The materials selected are all engineering designs. The existing materials in the system have the characteristics of less materials and simple structure; through the checking and calculation of the stress strength of the steel pipe pillar, the stress strength of the steel pipe pillar is greater than the maximum support force of the winch on the main beam, which further ensures the stability of the operation The limit block 14 has guaranteed the high-efficiency anti-collision of the hoist 2; the hoist 2 is provided with an alarm 11 and a gravity sensor 12, and when it is detected that the weight of the T beam 13 is too large, it will intelligently alarm, further ensuring the safety and stability of the operation; in a word The utility model has the advantages of simple structure, stable operation, less material used, low cost, intelligent monitoring, and high-efficiency anti-collision.
实施例2 Example 2
如图1所示,一种便捷式龙门吊,它包括主梁1,所述的主梁1左右两端均设置有端梁,所述的端梁包括有钢管支柱、斜撑5,所述的钢管支柱与斜撑5之间用角钢固定连接,所述的钢管支柱包括有钢管支柱A4、钢管支柱B15,所述的钢管支柱B15的下端面连接有混凝土基座9,所述的钢管支柱B15与混凝土基座9之间用螺栓连接,所述的钢管支柱A4的下端面连接有承台7,所述的承台7设置在钢管支柱A4与钢管支柱B15之间,所述的钢管支柱A4与钢管支柱B15之间还设置有施工平台3,所述的施工平台3与承台7之间通过墩柱6固定连接,所述的主梁1的左右两端均设置有限位块14,所述的主梁1上还设置有卷扬机2,所述的卷扬机2的下部悬挂有T梁13,所述的承台7设置在水平地面10的下部,所述的卷扬机2上还设置有报警器11、重力传感器12,所述的承台7与混凝土基座9之间设置有运梁平车8,所述的主梁1采用14片321型号的贝雷,所述的卷扬机2重5t,所述的钢管支柱采用630mm*10mm的Q235钢材,所述的限位块14由贝雷片组成。 As shown in Figure 1, a kind of portable gantry crane, it comprises main girder 1, and described main girder 1 left and right ends are all provided with end girder, and described end girder comprises steel pipe pillar, diagonal brace 5, and described The steel pipe pillar and the diagonal brace 5 are fixedly connected with angle steel. The steel pipe pillar includes a steel pipe pillar A4 and a steel pipe pillar B15. The lower end surface of the steel pipe pillar B15 is connected with a concrete base 9. The steel pipe pillar B15 It is connected with the concrete base 9 by bolts, and the lower end surface of the steel pipe pillar A4 is connected with a platform 7, and the described platform 7 is arranged between the steel pipe pillar A4 and the steel pipe pillar B15, and the steel pipe pillar A4 There is also a construction platform 3 between the steel pipe pillar B15, and the construction platform 3 and the bearing platform 7 are fixedly connected by the pier column 6, and the left and right ends of the main beam 1 are provided with limit blocks 14, so that The main beam 1 is also provided with a winch 2, the bottom of the winch 2 is suspended with a T-beam 13, the platform 7 is arranged at the bottom of the horizontal ground 10, and the winch 2 is also provided with an alarm 11. Gravity sensor 12, between the cap 7 and the concrete base 9 is provided with a beam transport flat car 8, the main beam 1 adopts 14 pieces of 321 type Bailey, and the hoist 2 weighs 5t. The above-mentioned steel pipe pillar adopts Q235 steel material of 630mm*10mm, and the above-mentioned limiting block 14 is made up of Bailey sheet.
本实用新型具体实施时:本实用新型的限位块14由贝雷片组成,主梁1跨度35.4m,两边各悬臂3.3m,采用14片321型号的贝雷,贝雷片长3m,高1.5m,按单层8排,上下加强的形式组装贝雷,轨道枕采用钢轨型号P43,贝雷片自重275kg/片,钢管支柱采用630mm×10mm的Q235钢材,所选用的材料都是工程设计中现有的材料,具有使用材料少、结构简单的特点;通过对钢管支柱受力强度的验算,钢管支柱受力强度大于主梁上卷扬机作业时所受的最大支撑力,进一步保证了作业稳定;限位块14保证了卷扬机2高效防撞;卷扬机2上设置有报警器11、重力传感器12,当检测到T梁13重量过大时,会智能报警,进一步保证了作业的安全稳定;同时,本实用新型是在现有的工程建设项目中建造的,钢管支柱B15与地面上的混凝土基座9固定连接,钢管支柱A4与工程项目中承台7固定连接,因地制宜、便捷灵活;总之本实用新型具有结构简单、作业稳定、使用材料少、成本低、智能监测、高效防撞的优点。 During the concrete implementation of the present utility model: the spacer block 14 of the present utility model is made up of Bailey sheet, main girder 1 span 35.4m, each cantilever 3.3m of both sides, adopts 14 Baileys of 321 models, Bailey sheet length 3m, high 1.5m, with 8 rows in a single layer, the Baileys are assembled in the form of upper and lower reinforcements. The track sleeper adopts the type of steel rail P43, the weight of the Bailey sheet is 275kg/piece, and the steel pipe pillars are made of 630mm×10mm Q235 steel. The materials selected are all engineering designs. The existing materials in the system have the characteristics of less materials and simple structure; through the checking and calculation of the stress strength of the steel pipe pillar, the stress strength of the steel pipe pillar is greater than the maximum support force of the winch on the main beam, which further ensures the stability of the operation The limit block 14 has ensured the high-efficiency anti-collision of the hoist 2; the hoist 2 is provided with an alarm 11 and a gravity sensor 12, and when it is detected that the weight of the T beam 13 is too large, it will intelligently alarm, further ensuring the safety and stability of the operation; , the utility model is built in the existing engineering construction project, the steel pipe pillar B15 is fixedly connected with the concrete base 9 on the ground, and the steel pipe pillar A4 is fixedly connected with the bearing platform 7 in the engineering project, which is convenient and flexible according to local conditions; in a word, this The utility model has the advantages of simple structure, stable operation, less material used, low cost, intelligent monitoring, and high-efficiency collision avoidance.
以上所述仅为本实用新型的优选实施方式。对于本领域的普通技术人员来说,在不脱离本实用新型创造构思的前提下,还可做出若干变形和改进,均属于本实用新型的保护范围。 The above descriptions are only preferred implementations of the present utility model. For those skilled in the art, without departing from the inventive concept of the present utility model, some modifications and improvements can be made, all of which belong to the protection scope of the present utility model.
Claims (8)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520681300.0U CN204917745U (en) | 2015-09-06 | 2015-09-06 | Portable portal crane |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520681300.0U CN204917745U (en) | 2015-09-06 | 2015-09-06 | Portable portal crane |
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| CN204917745U true CN204917745U (en) | 2015-12-30 |
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| CN201520681300.0U Expired - Lifetime CN204917745U (en) | 2015-09-06 | 2015-09-06 | Portable portal crane |
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| CN (1) | CN204917745U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106144901A (en) * | 2016-08-20 | 2016-11-23 | 成都馨迪璐莎科技有限公司 | A kind of Multifucntional portal frame |
| CN107055340A (en) * | 2017-03-13 | 2017-08-18 | 钟浪雅 | It is a kind of to detect the gantry crane that support frame bears weight |
-
2015
- 2015-09-06 CN CN201520681300.0U patent/CN204917745U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106144901A (en) * | 2016-08-20 | 2016-11-23 | 成都馨迪璐莎科技有限公司 | A kind of Multifucntional portal frame |
| CN107055340A (en) * | 2017-03-13 | 2017-08-18 | 钟浪雅 | It is a kind of to detect the gantry crane that support frame bears weight |
| CN107055340B (en) * | 2017-03-13 | 2018-07-20 | 深圳市上羽科技有限公司 | A kind of gantry crane that can detect the born weight of supporting rack |
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