CN212175496U - Super gravity anchor cantilever formwork system - Google Patents
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Abstract
本实用新型涉及一种超大重力式锚碇悬臂模板体系,包括:模板、主背楞、斜撑、后移装置、三角架、爬锥、挑架和振捣棒固定支架。本实用新型的有益效果是:本实用新型中支架、模板及施工荷载全部由预埋件承担,不需另搭脚手架,适于高空作业;各组件为拼装式连接,连接方式灵活可靠,组装方便;各连接件标准化程度高,通用性强;本实用新型中模板部分可相对支撑架部分上下左右调节,悬臂支架设有斜撑,可方便调整模板的垂直度,最大角度为±18°,使用灵活;本实用新型中模板上设吊平台,可用于埋件的拆除及混凝土处理,同时设有移动可伸展式振捣棒固定支架,可加快混凝土振捣的效率。
The utility model relates to a super-gravity anchor cantilever formwork system, which comprises: formwork, main back corrugation, diagonal braces, back-moving devices, tripods, climbing cones, pick frames and vibrating rod fixing brackets. The beneficial effects of the utility model are as follows: in the utility model, the brackets, the formwork and the construction load are all borne by the embedded parts, and no additional scaffolding is required, which is suitable for high-altitude operations; the components are assembled and connected, the connection mode is flexible and reliable, and the assembly is convenient. Each connecting piece has a high degree of standardization and strong versatility; in the utility model, the template part can be adjusted up, down, left and right relative to the supporting frame part, and the cantilever bracket is provided with diagonal braces, which can easily adjust the verticality of the template, and the maximum angle is ±18°. Flexible; the formwork in the utility model is provided with a lifting platform, which can be used for the removal of embedded parts and concrete treatment, and at the same time, a movable and extendable vibrating rod fixing bracket is provided, which can speed up the efficiency of concrete vibrating.
Description
技术领域technical field
本实用新型属于建筑工程施工领域,具体涉及一种超大重力式锚碇悬臂模板体系。The utility model belongs to the field of construction engineering, in particular to a super-gravity anchor cantilever template system.
背景技术Background technique
随着我国社会经济的不断发展,公路、铁路、轻轨等交通建设工程也日渐发展,一批又一批跨江、跨河、跨海等大桥、特大桥不断涌现。悬索桥因其跨越能力大而越来越多地成为跨江跨河桥梁的首选桥型。重力式锚碇是悬索桥锚固主缆索的一种型式,锚碇承受着主缆索的竖向和水平力,是保证悬索桥安全的关键结构之一。With the continuous development of my country's social economy, highways, railways, light rail and other transportation construction projects are also developing day by day. Suspension bridges are increasingly becoming the preferred bridge type for river-crossing bridges due to their large spanning capacity. Gravity anchorage is a type of main cable anchored in suspension bridges. The anchorage bears the vertical and horizontal forces of the main cable and is one of the key structures to ensure the safety of suspension bridges.
悬臂模板是一种常用的建筑模板。现有技术中,已有各式各样的悬臂模板,如液压自爬式悬臂模板、后移式悬臂模板、倾斜式悬臂模板等,其设计和技术要求各有不同。随着现代建筑的发展,为了满足不同建筑风格的构造,在施工过程中,难免需要调节模板的距离,而现有的后移式悬臂模板的模板不可调,不可避免的将会造成资源的浪费,降低施工的效率。Cantilever formwork is a commonly used building formwork. In the prior art, there are various cantilever formwork, such as hydraulic self-climbing cantilever formwork, rear-moving cantilever formwork, inclined cantilever formwork, etc., and their design and technical requirements are different. With the development of modern buildings, in order to meet the structure of different architectural styles, it is inevitable to adjust the distance of the formwork during the construction process, and the formwork of the existing back-moving cantilever formwork cannot be adjusted, which will inevitably lead to waste of resources. , reducing the efficiency of construction.
鉴于此,针对以往悬臂模板施工中的不足,亟需一种超大重力式锚碇悬臂模板体系,改善施工效率,提高模板的使用率和适用场合,减少资源浪费,减少建筑垃圾。In view of this, in view of the deficiencies in the previous cantilever formwork construction, there is an urgent need for a super-gravity anchor cantilever formwork system to improve construction efficiency, increase the utilization rate of formwork and applicable occasions, reduce resource waste, and reduce construction waste.
实用新型内容Utility model content
本实用新型的目的是克服现有技术中的不足,提供一种超大重力式锚碇悬臂模板体系。The purpose of the utility model is to overcome the deficiencies in the prior art and provide a super-gravity anchor cantilever template system.
这种超大重力式锚碇悬臂模板体系,包括模板、主背楞、斜撑、后移装置、三脚架、爬锥、挑架和振捣棒固定支架;所述的模板为设有横梁的定型化型钢模板,模板通过螺栓和扣件与主背楞连接,模板通过后移装置作用于三脚架上;所述的主背楞由双拼的槽钢组装而成,主背楞通过斜撑进行固定,槽钢沿纵向预留两排螺栓孔,两块槽钢间隔有钢梁并通过螺栓进行连接;所述的后移装置安装有主背楞调节座和钢耳板,整体作用于三脚架上;所述三脚架主要由钢跳板、支撑杆、平台横梁和辅助拉筋组成,其全部荷载由爬锥、铸造埋件板、高强螺杆和埋件支座承担,三脚架底端设有撑脚;所述的振捣棒固定支架由伸缩杆和钢管通过扣件组装固定而成,振捣棒固定支架布置于预留在挑架上的滑槽。This super-gravity anchor cantilever formwork system includes formwork, main back corrugation, diagonal braces, back-moving devices, tripods, climbing cones, pick frames and vibrating rod fixing brackets; the formwork is a stereotyped with beams Profiled steel formwork, the formwork is connected with the main back flute through bolts and fasteners, and the formwork acts on the tripod through the back-moving device; the main back flute is assembled from double-spliced channel steel, and the main back flute is fixed by diagonal braces. The channel steel reserves two rows of bolt holes in the longitudinal direction, and the two channel steels are separated by steel beams and connected by bolts; the rear-moving device is equipped with a main back corrugated adjusting seat and a steel lug plate, which acts on the tripod as a whole; The tripod is mainly composed of steel springboards, support rods, platform beams and auxiliary tie bars, and all its loads are borne by climbing cones, cast embedded parts plates, high-strength screws and embedded parts supports, and the bottom end of the tripod is provided with supporting feet; The vibrating rod fixing bracket is assembled and fixed by a telescopic rod and a steel pipe through a fastener, and the vibrating rod fixing bracket is arranged in the chute reserved on the pick frame.
作为优选:所述的主背楞调节座为长方体结构,且预留有若干对螺栓孔。As a preference: the main back flute adjusting seat has a cuboid structure, and several pairs of bolt holes are reserved.
作为优选:所述的斜撑为可伸缩支撑杆,其顶端通过插销固定在预留于主背楞上不同位置的螺栓孔内,其底端铰接于钢耳板上。Preferably, the diagonal brace is a telescopic support rod, the top end of which is fixed in bolt holes reserved at different positions on the main back ridge through bolts, and the bottom end is hinged on the steel lug plate.
作为优选:所述的三脚架包括支撑杆和辅助拉筋,其中辅助拉筋用于立杆与平台横梁之间的对拉。Preferably, the tripod includes a support rod and an auxiliary tie bar, wherein the auxiliary tie bar is used for the pair-pulling between the vertical rod and the platform beam.
作为优选:所述的振捣棒固定支架的伸缩杆一端设有螺纹孔,挑架预留的滑槽厚度大于螺杆直径,振捣棒固定支架的位置通过螺杆固定。Preferably, a threaded hole is provided at one end of the telescopic rod of the vibrating rod fixing bracket, the thickness of the chute reserved for the pick frame is larger than the diameter of the screw rod, and the position of the vibrating rod fixing bracket is fixed by the screw rod.
本实用新型的有益效果是:The beneficial effects of the present utility model are:
(1)本实用新型中支架、模板及施工荷载全部由预埋件承担,不需另搭脚手架,适于高空作业;各组件为拼装式连接,连接方式灵活可靠,组装方便;各连接件标准化程度高,通用性强。(1) The support, formwork and construction load in the present utility model are all borne by the embedded parts, and there is no need to build additional scaffolding, which is suitable for high-altitude operations; each component is assembled and connected, the connection mode is flexible and reliable, and the assembly is convenient; each connector is standardized High degree and versatility.
(2)本实用新型中模板部分可相对支撑架部分上下左右调节,悬臂支架设有斜撑,可方便调整模板的垂直度,最大角度为±18°,使用灵活。(2) In this utility model, the formwork part can be adjusted up, down, left and right relative to the support frame part, and the cantilever support is provided with diagonal braces, which can easily adjust the verticality of the formwork, the maximum angle is ±18°, and the use is flexible.
(3)本实用新型中模板上设吊平台,可用于埋件的拆除及混凝土处理,同时设有移动可伸展式振捣棒固定支架,可加快混凝土振捣的效率。(3) The formwork in the utility model is provided with a lifting platform, which can be used for the removal of embedded parts and concrete treatment, and at the same time, a movable and extendable vibrating rod fixing bracket is provided, which can speed up the efficiency of concrete vibrating.
附图说明Description of drawings
图1为本实用新型超大重力式锚碇悬臂模板体系示意图;1 is a schematic diagram of the super-gravity anchor cantilever formwork system of the present utility model;
图2为本实用新型中主背楞结构示意图;Fig. 2 is the main back corrugated structure schematic diagram in the utility model;
图3为本实用新型中后移装置结构示意图;FIG. 3 is a schematic structural diagram of a back-moving device in the utility model;
图4为本实用新型中三脚架结构示意图;FIG. 4 is a schematic structural diagram of a tripod in the utility model;
图5为本实用新型中振捣棒固定支架结构示意图。FIG. 5 is a schematic structural diagram of a vibrating rod fixing bracket in the utility model.
附图标记说明:1-模板、2-主背楞、3-斜撑、4-后移装置、5-三脚架、6-爬锥、7-铸造埋件板、8-高强螺杆、9-插销、10-埋件支座、11-螺栓、12-背楞调节座、13-吊平台横杆、 14-钢梁、15-钢跳板、16-立杆、17-扣件、18-挑架、19-槽钢、20-螺栓孔、21-钢耳板、22- 主背楞支座、23-支撑杆、24-辅助拉筋、25-撑脚、26-平台横梁、27-振捣棒固定支架、28- 伸缩杆、29-钢管、30-滑槽。Description of reference numerals: 1-template, 2-main back corrugation, 3-diagonal brace, 4-backward moving device, 5-tripod, 6-climbing cone, 7-casting embedded plate, 8-high-strength screw, 9-bolt , 10-embedded support, 11-bolt, 12-back corrugated adjustment seat, 13-hanging platform cross bar, 14-steel beam, 15-steel springboard, 16-pole, 17-fastener, 18-pick frame , 19-channel steel, 20-bolt hole, 21-steel lug plate, 22-main back corrugated bearing, 23-support rod, 24-auxiliary tie bar, 25-support foot, 26-platform beam, 27-vibration Rod fixing bracket, 28- telescopic rod, 29- steel pipe, 30- chute.
具体实施方式Detailed ways
下面结合实施例对本实用新型做进一步描述。下述实施例的说明只是用于帮助理解本实用新型。应当指出,对于本技术领域的普通技术人员来说,在不脱离本实用新型原理的前提下,还可以对本实用新型进行若干改进和修饰,这些改进和修饰也落入本实用新型权利要求的保护范围内。The present utility model will be further described below in conjunction with the embodiments. The descriptions of the following embodiments are only used to assist the understanding of the present invention. It should be pointed out that for those of ordinary skill in the art, without departing from the principles of the present utility model, some improvements and modifications can also be made to the present utility model, and these improvements and modifications also fall into the protection of the claims of the present utility model. within the range.
如图1-5所示,所述超大重力式锚碇悬臂模板体系,包括模板1、主背楞2、斜撑3、后移装置4、三脚架5、爬锥6、挑架18、振捣棒固定支架27等,所述的模板1为设有横梁的定型化型钢模板,通过螺栓11、扣件17与主背楞2连接,并通过后移装置4作用于三脚架5 上;所述的主背楞2由双拼槽钢组装而成,并通过斜撑3进行固定,槽钢沿纵向预留两排螺栓孔20,两块槽钢间隔有钢梁14,并通过螺栓进行连接;所述的后移装置4安装有主背楞调节座12和钢耳板21,整体作用于三脚架5上;所述三脚架5由钢跳板15、支撑杆23、平台横梁26、辅助拉筋24等组成,全部荷载由爬锥6、铸造埋件板7、高强螺杆8和埋件支座10 等承担,三脚架底端设有与混凝土墙面的撑脚;所述的振捣棒固定支架27由伸缩杆28和钢管29通过扣件17组装固定而成,并布置于预留在挑架18上的滑槽。As shown in Figures 1-5, the super-gravity anchor cantilever formwork system includes formwork 1,
所述的主背楞调节座12为长方体结构,且预留有多对螺栓孔,模板部分可相对支撑架部分上下左右调节,可整体后移600mm,使用灵活。The main back corrugated adjusting
所述的斜撑3为可伸缩支撑杆,其顶端可通过插销9固定在预留于主背楞2上不同位置的螺栓孔20,底端铰接固定于钢耳板21上,便于调节主背楞的垂直度,可调节的最大角度为±18°,可充分发挥斜撑的工作性能。The
所述的三脚架5同时包含有支撑杆23和辅助拉筋24,其中辅助拉筋需至少有两根,用于立杆16与平台横梁26之间的对拉,进一步增加三脚架的稳定性。The tripod 5 also includes a
所述的振捣棒固定支架27的伸缩杆一端设有螺纹孔,挑架18预留的滑槽厚度稍大于螺杆直径,通过拧紧螺杆可固定振捣棒固定支架的位置,松开时则可根据施工要求进行移动,形成移动可伸展式振捣棒固定支架,加快混凝土振捣的效率。One end of the telescopic rod of the
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112942779A (en) * | 2021-03-30 | 2021-06-11 | 中建三局第二建设工程有限责任公司 | Fine-adjustable cantilever formwork system device and construction method using same |
| CN113529530A (en) * | 2021-06-21 | 2021-10-22 | 浙江万里建设工程有限公司 | Construction method of anchor-inserted triangular formwork support for overhead cantilever trestle |
| CN113668835A (en) * | 2021-09-01 | 2021-11-19 | 中建八局发展建设有限公司 | Deformable cantilever inclined strut frame body device, manufacturing method and construction method |
| CN114352005A (en) * | 2021-11-22 | 2022-04-15 | 南京固华金属制品有限公司 | Cantilever creeping formwork system |
| CN114941345A (en) * | 2022-07-22 | 2022-08-26 | 中铁城建集团第一工程有限公司 | Unit type rapid forming die for concrete side wall and concrete side wall construction process |
-
2019
- 2019-12-31 CN CN201922474984.8U patent/CN212175496U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112942779A (en) * | 2021-03-30 | 2021-06-11 | 中建三局第二建设工程有限责任公司 | Fine-adjustable cantilever formwork system device and construction method using same |
| CN113529530A (en) * | 2021-06-21 | 2021-10-22 | 浙江万里建设工程有限公司 | Construction method of anchor-inserted triangular formwork support for overhead cantilever trestle |
| CN113529530B (en) * | 2021-06-21 | 2022-08-19 | 浙江万里建设工程有限公司 | Construction method of anchor-inserted triangular formwork support for overhead cantilever trestle |
| CN113668835A (en) * | 2021-09-01 | 2021-11-19 | 中建八局发展建设有限公司 | Deformable cantilever inclined strut frame body device, manufacturing method and construction method |
| CN114352005A (en) * | 2021-11-22 | 2022-04-15 | 南京固华金属制品有限公司 | Cantilever creeping formwork system |
| CN114941345A (en) * | 2022-07-22 | 2022-08-26 | 中铁城建集团第一工程有限公司 | Unit type rapid forming die for concrete side wall and concrete side wall construction process |
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Denomination of utility model: Super gravity anchor cantilever formwork system Effective date of registration: 20230927 Granted publication date: 20201218 Pledgee: Industrial Bank Limited by Share Ltd. Wuhan branch Pledgor: HUBEI PROVINCIAL ROAD & BRIDGE Co.,Ltd. Registration number: Y2023980059401 |
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Granted publication date: 20201218 Pledgee: Industrial Bank Limited by Share Ltd. Wuhan branch Pledgor: HUBEI PROVINCIAL ROAD & BRIDGE Co.,Ltd. Registration number: Y2023980059401 |
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Denomination of utility model: Super gravity anchor cantilever formwork system Granted publication date: 20201218 Pledgee: Agricultural Bank of China Limited Wuhan Development Zone Branch Pledgor: HUBEI PROVINCIAL ROAD & BRIDGE Co.,Ltd. Registration number: Y2025980044785 |
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