CN211194385U - Prefabricated T roof beam and little case roof beam sharing reinforcing bar positioner - Google Patents
Prefabricated T roof beam and little case roof beam sharing reinforcing bar positioner Download PDFInfo
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- CN211194385U CN211194385U CN201921360313.2U CN201921360313U CN211194385U CN 211194385 U CN211194385 U CN 211194385U CN 201921360313 U CN201921360313 U CN 201921360313U CN 211194385 U CN211194385 U CN 211194385U
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Description
技术领域technical field
本实用新型属于桥梁工程施工技术领域,具体涉及一种预制T梁与小箱梁共用钢筋定位装置。The utility model belongs to the technical field of bridge engineering construction, and particularly relates to a prefabricated T beam and a small box beam shared steel bar positioning device.
背景技术Background technique
如今我国公路桥梁建设任务繁多,其中大部分桥梁上部结构采用标准T梁与标准小箱梁,并随着公路建设标准化要求的提高,对钢筋定位也随之提高标准化要求,即钢筋定位必须采用胎模架定位施工。目前市场上大量应用的钢筋定位模均采用固定胎膜架,钢筋加工完成后采用整体吊装的施工工艺。Nowadays, there are many tasks in the construction of highway bridges in my country. Most of the bridge superstructures use standard T beams and standard small box beams. With the improvement of the standardization requirements of highway construction, the standardization requirements for the positioning of steel bars are also increased, that is, the positioning of steel bars must use tires. Formwork positioning construction. At present, a large number of reinforcing bar positioning molds on the market use a fixed tire membrane frame, and the construction process of integral hoisting is adopted after the steel bar is processed.
该方法存在的弊端主要有:The main disadvantages of this method are:
1)每一个胎膜架(预制T梁或者小箱梁)耗用钢筋材料较多不能够共用,且占用一个台座;1) Each tire membrane frame (prefabricated T beam or small box beam) consumes a lot of reinforcing steel materials and cannot be shared, and occupies a pedestal;
2)钢筋加工完成后整体吊装经常会导致钢筋笼变形需进行重新修复;2) After the steel bar is processed, the overall hoisting often leads to the deformation of the steel bar cage and needs to be re-repaired;
3)T梁横隔板钢筋定位需单独制作。3) The positioning of the reinforcing bars of the T beam diaphragm needs to be made separately.
为确保预制梁片钢筋绑扎施工标准化、减少固定胎架的场地占用,提高施工的速度和效率,减少胎架的钢材用量,从而实现移动和预制小箱梁和预制T梁胎架共用。In order to ensure the standardization of the construction of prefabricated beams, reduce the site occupation of the fixed tire frame, improve the construction speed and efficiency, and reduce the steel consumption of the tire frame, so as to realize the sharing of mobile and prefabricated small box beams and prefabricated T beam tire frames.
实用新型内容Utility model content
针对上述问题,本实用新型提供了一种预制T梁与小箱梁共用钢筋定位装置,以解决预制T梁与小箱梁施工中水平筋、箍筋及预制梁横隔板钢筋的精准定位,同时解决技术背景中提到的原有技术弊端问题。In view of the above-mentioned problems, the utility model provides a prefabricated T beam and a small box girder shared reinforcing bar positioning device, so as to solve the precise positioning of the horizontal bars, stirrups and prefabricated beam diaphragm bars in the construction of the prefabricated T beam and the small box girder, At the same time, the disadvantages of the original technology mentioned in the technical background are solved.
本实用新型通过下述技术方案实现。The utility model is realized by the following technical solutions.
一种预制T梁与小箱梁共用钢筋定位装置,其特征在于包括:模架,定位套筒,水平杆件;A prefabricated T beam and a small box beam share a reinforcing bar positioning device, which is characterized in that it comprises: a formwork, a positioning sleeve, and a horizontal rod;
所述模架包括底座,底端与底座连接的两根立杆、两根斜杆,将立杆、斜杆顶端连接固定的连接杆、连接于两根立杆之间、梁身设置有刻度的水平筋定位横梁;所述定位套筒设置在立杆和斜杆上,所述水平杆件一端可拆卸的插设于定位套筒中用以对钢筋进行定位。The mold base includes a base, two vertical rods and two inclined rods whose bottom ends are connected to the base, a connecting rod that connects the vertical rods and the top of the inclined rods, and a horizontal level that is connected between the two vertical rods and the beam body is provided with a scale. The rib positioning beam; the positioning sleeve is arranged on the vertical rod and the inclined rod, and one end of the horizontal rod is detachably inserted into the positioning sleeve for positioning the steel bar.
作为优选技术方案,所述底座包括底座框架,设置在底座框架上的滑轮。As a preferred technical solution, the base includes a base frame and a pulley arranged on the base frame.
作为优选技术方案,所述底座还包括设置在底座框架上,用以调节模架高度的升降装置。As a preferred technical solution, the base further includes a lifting device arranged on the base frame to adjust the height of the mold base.
作为优选技术方案,所述升降装置包括设置在底座框架上的定位螺帽与定位螺帽螺纹连接的支撑杆。As a preferred technical solution, the lifting device includes a positioning nut disposed on the base frame and a support rod that is threadedly connected to the positioning nut.
作为优选技术方案,所述斜杆的倾斜角度与预制T梁或小箱梁的腹板倾斜角度相同。As a preferred technical solution, the inclination angle of the inclined rod is the same as the inclination angle of the web of the prefabricated T beam or the small box beam.
作为优选技术方案,所述水平筋定位横梁可拆卸的连接于两根立杆之间。As a preferred technical solution, the horizontal rib positioning beam is detachably connected between the two vertical bars.
作为优选技术方案,所述两根立杆上设置有卡槽,水平筋定位横梁的两端可拆卸的卡入卡槽中。As a preferred technical solution, the two vertical rods are provided with clamping grooves, and the two ends of the horizontal rib positioning beam are detachably clamped into the clamping grooves.
作为优选技术方案,所述水平筋定位横梁为方钢。As a preferred technical solution, the horizontal rib positioning beam is square steel.
本实用新型有益效果在于:针对预制小箱梁和预制T梁钢筋标准化施工,实现了小箱梁和T梁胎架共用,减少胎架材筋用量,缩减了工程造价;减少了固定胎架的场地占用,可以节约临时用地,减少临时租赁费用;减少了固定胎架绑扎钢筋吊装后的钢筋修理用工,提高了施工效率,节约了人工费用。The beneficial effects of the utility model are as follows: for the standardized construction of prefabricated small box girder and prefabricated T beam steel bars, the small box girder and the T beam tire frame are shared, the consumption of the tire frame material bars is reduced, and the engineering cost is reduced; Occupying the site can save temporary land and reduce temporary rental costs; reduce the repair labor of steel bars after fixing the tire frame to bind and hoist the steel bars, improve the construction efficiency and save labor costs.
附图说明Description of drawings
图1为本实用新型钢筋定位装置省去水平杆件后的主视图;Fig. 1 is the front view of the utility model reinforcing bar positioning device after the horizontal rod is omitted;
图2为本实用新型钢筋定位装置省去水平杆件后的左视图;Figure 2 is a left side view of the reinforcing bar positioning device of the utility model after the horizontal rod is omitted;
图3为本实用新型钢筋定位装置省去水平杆件后的俯视图;FIG. 3 is a top view of the reinforcing bar positioning device of the utility model after the horizontal rod is omitted;
图4为本实用新型钢筋定位装置在绑扎T梁腹板的钢筋骨架使用时的主视图;4 is a front view of the reinforcing bar positioning device of the present invention when the reinforcing bar skeleton of the web of the T beam is used;
图5为本实用新型钢筋定位装置在绑扎T梁腹板的钢筋骨架使用时的俯视图;5 is a top view of the reinforcing bar positioning device of the present invention when the reinforcing bar skeleton of the web of the T beam is used;
图6为本实用新型钢筋定位装置在绑扎小箱梁腹板的钢筋骨架使用时的主视图;6 is a front view of the reinforcing bar positioning device of the present invention when the reinforcing bar skeleton of the web of the small box girder is used;
上述图中各标识的含义为:1-模架,101-底座,102-立杆,103-斜杆,104-连接杆,105-水平筋定位横梁,106-底座框架,107-滑轮,108-升降装置,109-定位螺帽,110-支撑杆,111-卡槽,2-定位套筒,3-水平杆件,4-T梁腹板钢筋骨架,5-横隔板钢筋骨架,6-钢筋,7-小箱梁腹板钢筋骨架。The meanings of the signs in the above figures are: 1-formwork, 101-base, 102-upright rod, 103-inclined rod, 104-connecting rod, 105-horizontal rib positioning beam, 106-base frame, 107-pulley, 108 -Lifting device, 109-Locating nut, 110-Support rod, 111-Clamping slot, 2-Locating sleeve, 3-Horizontal rod, 4-T beam web steel frame, 5-Clapboard steel frame, 6 - Reinforcement, 7-Small box girder web reinforcement skeleton.
具体实施方式Detailed ways
下面结合附图以具体实施例的形式对本实用新型做进一步说明,需要指出的是以下实施方式仅是以例举的形式对本实用新型所做的解释性说明,但本实用新型的保护范围并不仅限于此,所有本领域的技术人员以本实用新型的精神对本实用新型所做的等效的替换均落入本实用新型的保护范围。The present utility model will be further described below in conjunction with the accompanying drawings in the form of specific embodiments. It should be pointed out that the following embodiments are only explanatory descriptions of the present utility model in the form of examples, but the protection scope of the present utility model is not limited to Limited to this, all the equivalent replacements made by those skilled in the art to the present utility model in the spirit of the present utility model fall into the protection scope of the present utility model.
实施例Example
一种预制T梁与小箱梁共用钢筋定位装置,请参阅图1至图5,其包括:模架1,定位套筒2,水平杆件3;A prefabricated T beam and a small box beam share a reinforcing bar positioning device, please refer to FIG. 1 to FIG. 5 , which includes: a
其中,模架1包括底座101,底端与底座101连接的两根立杆102、两根斜杆103,将立杆102、斜杆103顶端连接固定的连接杆104、连接于两根立杆102之间、梁身设置有刻度的水平筋定位横梁105;定位套筒2设置在立杆102和斜杆103上,水平杆件3一端可拆卸的插设于定位套筒2中,用以对钢筋进行定位;The
上述结构中,定位套筒2应水平垂直、均匀交错的布置在立杆102和斜杆103上,定位套筒2在立杆102和斜杆103的位置和间距应根据预制T梁或小箱梁中水平钢筋的设计间距进行布置;水平筋定位横梁105上的刻度可采用切割机切割形成,以用来定位梁肋箍筋的位置;使用时,可将多台本实用新型钢筋定位装置按照梁长拼装好,之后工人按照钢筋标准化施工要求进行绑扎;当需要绑扎T梁腹板钢筋骨架4,对钢筋进行定位时,请参阅图4,水平杆件3的一端插设于立杆102上的定位套筒2中;当需要绑扎小箱梁腹板钢筋骨架7,对钢筋进行定位时,请参阅图6,水平杆件3的一端插设于斜杆103上的定位套筒2中。In the above structure, the
进一步的,为了便于装置的移动,提高施工效率,在一个优选的实施方案中,请参阅图1、图2,底座101包括底座框架106,设置在底座框架106上的滑轮107。Further, in order to facilitate the movement of the device and improve the construction efficiency, in a preferred embodiment, please refer to FIG. 1 and FIG.
进一步的,为了可以调节模架1的高度以适应不同设计尺寸的预制T梁或小箱梁,提高施工效率,在一个优选的实施方案中,请参阅图1、图2、图3,底座101还包括设置在底座框架106上、用以调节模架1高度的升降装置108。Further, in order to adjust the height of the
进一步的,在一个优选的实施方案中,请参阅图1、图2、图3,升降装置108包括设置在底座框架106上的定位螺帽109、与定位螺帽109螺纹连接的支撑杆110,这样可以通过旋转支撑杆110,使支撑杆110伸缩至合适位置,以调整模架1的高度。Further, in a preferred embodiment, please refer to FIG. 1 , FIG. 2 , and FIG. 3 , the
进一步的,为了便于通过穿设于斜杠103上定位套筒2中的水平杆件3对腹板钢筋进行定位,在一个优选的实施方案中,斜杆103的倾斜角度与预制小箱梁的腹板倾斜角度相同。Further, in order to facilitate the positioning of the web reinforcement by the
在施工现场,为了便于标识水平筋定位横梁105上的刻度,通常可采用切割机切割形成刻度,以用来定位梁肋箍筋的位置;但水平筋定位横梁105不宜反复切割进行标识,因此对于不同的施工项目,需要经常更换水平筋定位横梁105和重新切割进行标识刻度,进一步的,在一个优选的实施方案中,水平筋定位横梁105可拆卸的连接于两根立杆102之间。At the construction site, in order to facilitate the marking of the scale on the horizontal
进一步的,在一个优选的实施方案中,请参阅图2,两根立杆102上设置有卡槽111,水平筋定位横梁105的两端可拆卸的卡入卡槽111中。Further, in a preferred embodiment, please refer to FIG. 2 , two
进一步的,为了便于就地取材,在一个优选的实施方案中,水平筋定位横梁105为方钢。Further, in order to facilitate local material acquisition, in a preferred embodiment, the horizontal
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115305816A (en) * | 2022-03-10 | 2022-11-08 | 浙江交工集团股份有限公司 | A steel bar positioning device for municipal bridge guardrail |
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- 2019-08-21 CN CN201921360313.2U patent/CN211194385U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115305816A (en) * | 2022-03-10 | 2022-11-08 | 浙江交工集团股份有限公司 | A steel bar positioning device for municipal bridge guardrail |
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