CN206319597U - A kind of cantilever steel girder erecting device - Google Patents

A kind of cantilever steel girder erecting device Download PDF

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Publication number
CN206319597U
CN206319597U CN201621381923.7U CN201621381923U CN206319597U CN 206319597 U CN206319597 U CN 206319597U CN 201621381923 U CN201621381923 U CN 201621381923U CN 206319597 U CN206319597 U CN 206319597U
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steel
formwork
embedded
cantilevered
anchor ring
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CN201621381923.7U
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Chinese (zh)
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李祖帅
曾宪杰
姚磊
彭召文
唐德双
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Huadong Building Co Ltd of China Construction Fifth Engineering Bureau Co Ltd
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Huadong Building Co Ltd of China Construction Fifth Engineering Bureau Co Ltd
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Abstract

本实用新型公开了一种悬挑钢梁支模装置,包括角钢、混凝土楼板、钢管和PVC塑料管,所述角钢与工字钢相连接,所述混凝土楼板内预埋有钢筋网、连接钢筋和连接钢丝,所述梁内预埋有U型锚环和预埋铁板,所述工字钢上端焊接有钢筋头,所述预埋铁板与槽钢相焊接,所述PVC塑料管与U型锚环内部相连通。该悬挑钢梁支模装置,结合现在使用的支模装置进行创新设计,本悬挑钢梁支模装置是在支模层的下一层施工时预埋铁板,并在该层用U型锚环固定悬挑工字钢梁,下方用槽钢进行斜撑加固,并将槽钢与预埋铁板进行焊接,再通过悬挑工字钢梁作为支模平台,将高支模优化成普通支模,能够有效地减小施工安全隐患、降低成本、缩短工期、增加模板木方的周转率。

The utility model discloses a cantilevered steel beam formwork device, which comprises angle steel, a concrete floor slab, steel pipes and PVC plastic pipes, the angle steel is connected with the I-beam, and the concrete floor is pre-embedded with reinforcement mesh, connection steel bars and connection Steel wire, U-shaped anchor ring and embedded iron plate are pre-embedded in the beam, the upper end of the I-beam is welded with a steel bar head, the pre-embedded iron plate is welded to the channel steel, and the PVC plastic pipe is connected to the U-shaped The anchor rings are internally connected. The cantilevered steel beam formwork device is innovatively designed in combination with the currently used formwork device. The cantilevered steel beam formwork device is pre-embedded with iron plates during the construction of the next layer of the formwork layer, and fixed with a U-shaped anchor ring on this layer. The cantilevered I-steel beam is reinforced with channel steel at the bottom, and the channel steel is welded to the embedded iron plate, and then the cantilevered I-steel beam is used as the formwork platform to optimize the high formwork into an ordinary formwork , can effectively reduce construction safety hazards, reduce costs, shorten construction periods, and increase the turnover rate of formwork and wood.

Description

一种悬挑钢梁支模装置Formwork supporting device for cantilevered steel beams

技术领域technical field

本实用新型涉及桥梁结构模型技术领域,具体为一种悬挑钢梁支模装置。The utility model relates to the technical field of bridge structure models, in particular to a cantilevered steel beam formwork support device.

背景技术Background technique

悬挑钢梁支模装置是一种用于对建筑外立面设计大跨度错层悬挑的树池、阳台或者花池的建筑物的结构支模进行辅助支撑的悬挑钢梁支模装置,其主要由角钢、U型锚环、钢管、钢筋头、工字钢、钢筋网、预埋铁板和槽钢这八个部分组成,随着科学技术的发展悬挑钢梁支模装置的种类越来越多,对于悬挑钢梁支模装置需求越来越高。The cantilevered steel beam formwork device is a cantilevered steel beam formwork device used to support the structural formwork of buildings with large-span staggered floors and cantilevered tree pools, balconies or flower ponds on the facade of the building. It is mainly composed of angle steel , U-shaped anchor ring, steel pipe, steel bar head, I-beam, steel mesh, embedded iron plate and channel steel. With the development of science and technology, there are more and more types of cantilever steel beam formwork devices. For The demand for cantilevered steel beam formwork devices is getting higher and higher.

而现在使用的悬挑钢梁支模装置还多多少少的存在一些不足,比如在结构支模施工时,大多采用高支模进行施工,但当错层高度较大时,采用高支模施工的安全隐患大、成本高、且施工工期长,模板木方的周转率降低,无法满足使用的需要,所以针对这种情况的存在,现在需要进行相关设备的创新设计。However, the cantilevered steel beam formwork devices currently used still have some deficiencies. For example, in the construction of structural formwork, most of them use high formwork for construction, but when the height of the split is large, the safety of using high formwork construction There are many hidden dangers, high cost, and long construction period, and the turnover rate of formwork wood is reduced, which cannot meet the needs of use. Therefore, in view of the existence of this situation, innovative design of related equipment is now required.

实用新型内容Utility model content

本实用新型的目的在于提供一种悬挑钢梁支模装置,以解决上述背景技术中提出的在结构支模施工时,大多采用高支模进行施工,但当错层高度较大时,采用高支模施工的安全隐患大、成本高、且施工工期长,模板木方的周转率降低的问题。The purpose of this utility model is to provide a cantilevered steel beam formwork device to solve the problem that in the construction of structural formwork proposed in the above background technology, most of the construction is carried out with high support formwork, but when the height of the staggered floor is large, high support formwork is used. The safety hazards of formwork construction are large, the cost is high, and the construction period is long, and the turnover rate of formwork wood is reduced.

为实现上述目的,本实用新型提供如下技术方案:一种悬挑钢梁支模装置,包括角钢、混凝土楼板、钢管和PVC塑料管,所述角钢与工字钢相连接,且其与螺帽相连接,所述混凝土楼板内预埋有钢筋网、连接钢筋和连接钢丝,且其与梁相连接,所述梁内预埋有U型锚环和预埋铁板,所述工字钢上端焊接有钢筋头,且其下端与槽钢焊接于焊点,所述预埋铁板与槽钢相焊接,所述钢管与钢筋头内部相连通,所述PVC塑料管与U型锚环内部相连通,且U型锚环上端设置有丝牙。In order to achieve the above object, the utility model provides the following technical solutions: a cantilever steel beam formwork device, including angle steel, concrete floor, steel pipe and PVC plastic pipe, the angle steel is connected with the I-beam, and it is connected with the nut , the concrete floor is pre-embedded with reinforcing steel mesh, connecting steel bars and connecting steel wires, and it is connected with the beam, the U-shaped anchor ring and the pre-embedded iron plate are pre-embedded in the beam, and the upper end of the I-beam is welded with The steel bar head, and its lower end is welded to the channel steel at the welding point, the embedded iron plate is welded to the channel steel, the steel pipe is connected to the steel bar head, and the PVC plastic pipe is connected to the U-shaped anchor ring. And the upper end of the U-shaped anchor ring is provided with silk teeth.

优选的,所述U型锚环呈U形,且其上端连接有两个螺帽。Preferably, the U-shaped anchor ring is U-shaped, and two nuts are connected to its upper end.

优选的,所述钢筋头为一种长为200-250mm、直径为25mm的螺纹钢,且钢筋根数与上部支模架立杆根数相同。Preferably, the steel bar head is a rebar with a length of 200-250 mm and a diameter of 25 mm, and the number of steel bars is the same as the number of vertical poles of the upper formwork frame.

优选的,所述工字钢为16#国标工字钢。Preferably, the I-beam is 16# national standard I-beam.

优选的,所述U型锚环通过连接钢筋和连接钢丝与钢筋网相连接,且其通过角钢和螺帽与工字钢相连接。Preferably, the U-shaped anchor ring is connected to the reinforcement mesh through connecting steel bars and connecting steel wires, and it is connected to the I-beam through angle steel and nuts.

与现有技术相比,本实用新型的有益效果是:该悬挑钢梁支模装置,结合现在使用的支模装置进行创新设计,本悬挑钢梁支模装置是在支模层的下一层施工时预埋铁板,并在该层用U型锚环固定悬挑工字钢梁,下方用槽钢进行斜撑加固,并将槽钢与预埋铁板进行焊接,再通过悬挑工字钢梁作为支模平台,将高支模优化成普通支模,能够有效地减小施工安全隐患、降低成本、缩短工期、增加模板木方的周转率。Compared with the prior art, the beneficial effect of the utility model is: the cantilevered steel beam formwork device is innovatively designed in combination with the currently used formwork device, and the cantilevered steel beam formwork device is constructed on the next layer of the formwork layer Pre-embed the iron plate, and fix the cantilevered I-beam with a U-shaped anchor ring on this layer, use channel steel to reinforce the diagonal brace, weld the channel steel and the embedded iron plate, and then pass the cantilever I-beam The beam is used as a formwork platform, and the high formwork is optimized into an ordinary formwork, which can effectively reduce construction safety hazards, reduce costs, shorten construction periods, and increase the turnover rate of formwork wood.

附图说明Description of drawings

图1为本实用新型结构示意图;Fig. 1 is the structural representation of the utility model;

图2为本实用新型U型锚环安装结构示意图。Fig. 2 is a schematic diagram of the installation structure of the U-shaped anchor ring of the present invention.

图中:1、角钢,2、螺帽,3、丝牙,4、U型锚环,5、混凝土楼板,6、梁,7、钢管,8、钢筋头,9、工字钢,10、焊点,11、槽钢,12、预埋铁板,13、钢筋网,14、连接钢筋,15、连接钢丝,16、PVC塑料管。In the figure: 1, angle steel, 2, nut, 3, wire thread, 4, U-shaped anchor ring, 5, concrete floor, 6, beam, 7, steel pipe, 8, steel bar head, 9, I-beam, 10, Solder spot, 11, channel steel, 12, embedded iron plate, 13, steel mesh, 14, connecting steel bar, 15, connecting steel wire, 16, PVC plastic pipe.

具体实施方式detailed description

下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of them. example. Based on the embodiments of the present utility model, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the scope of protection of the present utility model.

请参阅图1-2,本实用新型提供一种技术方案:一种悬挑钢梁支模装置,包括角钢1、螺帽2、丝牙3、U型锚环4、混凝土楼板5、梁6、钢管7、钢筋头8、工字钢9、焊点10、槽钢11、预埋铁板12、钢筋网13、连接钢筋14、连接钢丝15和PVC塑料管16,角钢1与工字钢9相连接,且其与螺帽2相连接,混凝土楼板5内预埋有钢筋网13、连接钢筋14和连接钢丝15,且其与梁6相连接,梁6内预埋有U型锚环4和预埋铁板12,U型锚环4呈U形,且其上端连接有两个螺帽2,连接后至少露出3-5个丝牙3,U型锚环4通过连接钢筋14和连接钢丝15与钢筋网13相连接,且其通过角钢1和螺帽2与工字钢9相连接,工字钢9上端焊接有钢筋头8,且其下端与槽钢11焊接于焊点10,钢筋头8为一种长为200-250mm、直径为25mm的螺纹钢,且钢筋头8根数与上部支模架立杆根数相同,工字钢9为16#国标工字钢,预埋铁板12与槽钢11相焊接,钢管7与钢筋头8内部相连通,PVC塑料管16与U型锚环4内部相连通,且U型锚环4上端设置有丝牙3。Please refer to Figure 1-2, the utility model provides a technical solution: a cantilevered steel beam formwork device, including angle steel 1, nut 2, thread 3, U-shaped anchor ring 4, concrete floor 5, beam 6, steel pipe 7. Rebar head 8, I-beam 9, solder joint 10, channel steel 11, embedded iron plate 12, steel mesh 13, connecting steel bar 14, connecting steel wire 15 and PVC plastic pipe 16, angle steel 1 and I-beam 9 connected, and it is connected with the nut 2, and the reinforced mesh 13, the connecting steel bar 14 and the connecting steel wire 15 are pre-embedded in the concrete floor 5, and it is connected with the beam 6, and the U-shaped anchor ring 4 and the U-shaped anchor ring 4 and the Embedded iron plate 12, U-shaped anchor ring 4 is U-shaped, and its upper end is connected with two nuts 2, at least 3-5 wire teeth 3 are exposed after the connection, U-shaped anchor ring 4 passes through the connecting steel bar 14 and the connecting steel wire 15 is connected with the steel mesh 13, and it is connected with the I-beam 9 through the angle steel 1 and the nut 2, the upper end of the I-beam 9 is welded with a steel bar head 8, and its lower end is welded with the channel steel 11 at the welding point 10, and the steel bar Head 8 is a threaded steel with a length of 200-250mm and a diameter of 25mm, and the number of 8 steel bars is the same as that of the upper formwork frame. The I-beam 9 is 16# national standard I-beam, embedded The plate 12 is welded with the channel steel 11, the steel pipe 7 is connected with the steel head 8, the PVC plastic pipe 16 is connected with the U-shaped anchor ring 4, and the upper end of the U-shaped anchor ring 4 is provided with a thread 3.

工作原理:在使用该悬挑钢梁支模装置之前,需要对整个悬挑钢梁支模装置进行简单的结构了解,本装置在支模层的下一层施工时预埋铁板12,并在该层浇筑混凝土之前将U型锚环4通过连接钢筋14和连接钢丝15与钢筋网13相连接,且其通过两个螺帽2将角钢1与工字钢9相连接,并且使得连接后至少露出3-5个丝牙3,下方用槽钢11进行斜撑加固,并将槽钢11与预埋铁板12进行焊接,再通过悬挑工字钢9梁作为支模平台,将高支模优化成普通支模,这就是整个悬挑钢梁支模装置的组成结构。Working principle: Before using the cantilevered steel beam formwork device, it is necessary to have a simple structural understanding of the entire cantilevered steel beam formwork device. This device pre-embeds the iron plate 12 during the construction of the next layer of the formwork layer, and pours it on this layer Before the concrete, the U-shaped anchor ring 4 is connected to the steel mesh 13 through the connecting steel bar 14 and the connecting steel wire 15, and it connects the angle steel 1 to the I-beam 9 through two nuts 2, and makes at least 3- There are 5 wire teeth 3, and channel steel 11 is used for diagonal brace reinforcement at the bottom, and channel steel 11 and embedded iron plate 12 are welded, and then the cantilevered I-beam 9 beam is used as a formwork platform to optimize the high formwork into Common formwork, this is the composition structure of the entire cantilevered steel beam formwork device.

尽管参照前述实施例对本实用新型进行了详细的说明,对于本领域的技术人员来说,其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换,凡在本实用新型的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。Although the utility model has been described in detail with reference to the aforementioned embodiments, those skilled in the art can still modify the technical solutions described in the aforementioned embodiments, or perform equivalent replacements for some of the technical features. Within the spirit and principles of the utility model, any modification, equivalent replacement, improvement, etc., should be included in the protection scope of the utility model.

Claims (5)

1. a kind of cantilever steel girder erecting device, including angle steel(1), concrete floor(5), steel pipe(7)With PVC plastic expects pipe(16), It is characterized in that:The angle steel(1)With I-steel(9)It is connected, and itself and nut(2)It is connected, the concrete floor(5) Inside it is embedded with bar-mat reinforcement(13), connection reinforcing bar(14)With connection steel wire(15), and itself and beam(6)It is connected, the beam(6)It is interior pre- It is embedded with U-shaped anchor ring(4)With pre-buried iron plate(12), the I-steel(9)Upper end is welded with steel bar end(8), and its lower end and channel-section steel (11)It is welded in solder joint(10), the pre-buried iron plate(12)With channel-section steel(11)Mutually weld, the steel pipe(7)With steel bar end(8)It is interior Portion is connected, the PVC plastic expects pipe(16)With U-shaped anchor ring(4)Inside is connected, and U-shaped anchor ring(4)Upper end is provided with a tooth (3).
2. a kind of cantilever steel girder erecting device according to claim 1, it is characterised in that:The U-shaped anchor ring(4)Take the shape of the letter U, And its upper end is connected with two nuts(2).
3. a kind of cantilever steel girder erecting device according to claim 1, it is characterised in that:The steel bar end(8)For one kind A length of 200-250mm, a diameter of 25mm screw-thread steel, and steel bar end(8)Radical is identical with top support for shuttering vertical rod radical.
4. a kind of cantilever steel girder erecting device according to claim 1, it is characterised in that:The I-steel(9)For 16# states Mark I-steel.
5. a kind of cantilever steel girder erecting device according to claim 1, it is characterised in that:The U-shaped anchor ring(4)By even Connect reinforcing bar(14)With connection steel wire(15)With bar-mat reinforcement(13)It is connected, and it passes through angle steel(1)And nut(2)With I-steel (9)It is connected.
CN201621381923.7U 2016-12-16 2016-12-16 A kind of cantilever steel girder erecting device Expired - Fee Related CN206319597U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111350338A (en) * 2020-04-14 2020-06-30 中国建筑第四工程局有限公司 Construction steel platform for super-long overhanging structure of high-rise building
CN111962850A (en) * 2020-06-05 2020-11-20 贵州建工集团第四建筑工程有限责任公司 Construction method of overhanging scaffold
CN112267567A (en) * 2020-09-02 2021-01-26 中建三局集团有限公司 Synchronous construction method for SRC column and outer frame structure of super high-rise building

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111350338A (en) * 2020-04-14 2020-06-30 中国建筑第四工程局有限公司 Construction steel platform for super-long overhanging structure of high-rise building
CN111962850A (en) * 2020-06-05 2020-11-20 贵州建工集团第四建筑工程有限责任公司 Construction method of overhanging scaffold
CN112267567A (en) * 2020-09-02 2021-01-26 中建三局集团有限公司 Synchronous construction method for SRC column and outer frame structure of super high-rise building
CN112267567B (en) * 2020-09-02 2022-06-14 中建三局集团有限公司 Synchronous construction method of SRC column and outer frame structure of super high-rise building

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Granted publication date: 20170711