CN206066688U - A kind of Precast T-Beam reinforcing bar mold - Google Patents
A kind of Precast T-Beam reinforcing bar mold Download PDFInfo
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- CN206066688U CN206066688U CN201621100362.9U CN201621100362U CN206066688U CN 206066688 U CN206066688 U CN 206066688U CN 201621100362 U CN201621100362 U CN 201621100362U CN 206066688 U CN206066688 U CN 206066688U
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Abstract
本实用新型公开了一种预制T梁钢筋胎具,由电缆孔、电缆、T型外板、上部钢筋胎笼骨架、下部钢筋胎笼骨架、底板、T型上横梁外板、线孔下板组成;采用钢板材料T型外板进行两端加固,可以有效地提供预制T梁钢筋胎具强度,且T型外板连接纵向受力钢筋和箍筋抗剪钢筋形成上部钢筋胎笼骨架和下部钢筋胎笼骨架,具有支座简单,受力明确,且施工方便,节省材料,跨越能力较大不会变形的优点,可加快了制梁进度,提高了钢筋安装和混凝土浇注质量,是桥梁建设理想的预制T梁钢筋胎具。
The utility model discloses a prefabricated T-beam reinforced tire, which consists of a cable hole, a cable, a T-shaped outer plate, an upper steel cage frame, a lower steel cage frame, a bottom plate, a T-shaped upper beam outer plate, and a wire hole lower plate. Composition: T-shaped outer plates of steel plate materials are used for reinforcement at both ends, which can effectively provide the strength of prefabricated T-beam reinforcements, and the T-shaped outer plates connect longitudinal reinforcement and stirrup shear reinforcement to form the upper reinforcement cage skeleton and the lower The steel cage frame has the advantages of simple support, clear force, convenient construction, material saving, and large spanning capacity without deformation. Ideal prefabricated T-beam reinforcement mold.
Description
技术领域technical field
本发明涉及建筑工程的技术领域,尤指一种预制T梁钢筋胎具。The invention relates to the technical field of construction engineering, in particular to a prefabricated T-beam reinforcement mold.
背景技术Background technique
T梁指横截面形式为T型的梁,由于其相当于是将矩形梁中对抗弯强度不起作用的受拉区混凝土挖去后形成的。与原有矩形抗弯强度完全相同外,却既可以节约混凝土,又减轻构件的自重,提高了跨越能力。传统的预制T梁钢筋胎具多采用钢筋绑扎骨架制作T梁钢筋胎具,然后再进行混凝土浇注,然而这种施工方式有可能造成T型的预应力张拉后上拱偏大,影响桥面线形,给T梁施工带来了诸多不利因素。T-beam refers to a beam with a T-shaped cross-section, because it is equivalent to digging out the concrete in the tension zone of the rectangular beam that does not play a role in the flexural strength. Although the bending strength of the original rectangle is exactly the same, it can not only save concrete, but also reduce the weight of the component and improve the spanning ability. Traditional prefabricated T-beam reinforcement molds mostly use steel bar binding skeletons to make T-beam reinforcement molds, and then pour concrete. However, this construction method may cause the T-shaped prestressed arch to be too large after tensioning, which will affect the bridge deck. The linear shape has brought many unfavorable factors to the construction of T-beams.
发明内容Contents of the invention
本发明一种预制T梁钢筋胎具,其目的在于提供一种由T型外板之间纵向受力钢筋和箍筋抗剪钢筋形成上部钢筋胎笼骨架和下部钢筋胎笼骨架的预制T梁钢筋胎具。The present invention is a kind of prefabricated T-beam reinforcing bar formwork, and its purpose is to provide a kind of prefabricated T-beam in which the upper steel bar cage skeleton and the lower steel cage cage skeleton are formed by the longitudinally stressed steel bars between the T-shaped outer plates and the stirrup anti-shear steel bars Reinforced tires.
为了实现上述目的,本发明的技术解决放案是:一种预制T梁钢筋胎具由电缆孔、电缆、T型外板、上部钢筋胎笼骨架、下部钢筋胎笼骨架、底板、T型上横梁外板、线孔下板组成;采用钢板材料制作T型外板,T型外板的下部设置线孔下板,线孔下板设有等距的电缆孔,采用钢板材料制作底板,底板的两端设置带线孔下板的T型外板,T型外板之间设置纵向受力钢筋和箍筋抗剪钢筋形成的上部钢筋胎笼骨架,线孔下板之间设置纵向受力钢筋和箍筋抗剪钢筋形成的下部钢筋胎笼骨架,下部钢筋胎笼骨架的内部设置穿线管,穿线管的两端与T型外板的线孔下的电缆孔连通,由电缆孔和穿线管穿入电缆,在上部钢筋胎笼骨架和下部钢筋胎笼骨架的两边外侧安装固定模板,即可进行混凝土浇注施工。In order to achieve the above object, the technical solution of the present invention is: a kind of prefabricated T-beam reinforced tire is composed of cable hole, cable, T-shaped outer plate, upper reinforcement cage skeleton, lower reinforcement cage skeleton, bottom plate, T-shaped upper Composed of beam outer plate and wire hole lower plate; T-shaped outer plate is made of steel plate material, the lower part of the T-shaped outer plate is provided with a wire hole lower plate, and the wire hole lower plate is provided with equidistant cable holes, and the steel plate material is used to make the bottom plate. T-shaped outer plates with lower plates with line holes are arranged at both ends of the T-shaped outer plates, and the upper steel cage skeleton formed by longitudinally stressed steel bars and stirrup shear bars is arranged between the T-shaped outer plates, and longitudinal force is set between the lower plates of line holes. The lower steel cage frame formed by steel bars and stirrup shear steel bars is provided with a threading pipe inside the lower steel cage frame. The pipe is penetrated into the cable, and the fixed formwork is installed on the outer sides of the upper steel cage frame and the lower steel cage frame, and the concrete pouring construction can be carried out.
本发明的有益效果是:采用钢板材料T型外板进行两端加固,可以有效地提供预制T梁钢筋胎具强度,且T型外板连接纵向受力钢筋和箍筋抗剪钢筋形成上部钢筋胎笼骨架和下部钢筋胎笼骨架,具有支座简单,受力明确,且施工方便,节省材料,跨越能力较大不会变形的优点,可加快了制梁进度,提高了钢筋安装和混凝土浇注质量,是桥梁建设理想的预制T梁钢筋胎具。The beneficial effects of the present invention are: adopting the steel plate material T-shaped outer plate to reinforce both ends can effectively provide the strength of the prefabricated T-beam steel bar, and the T-shaped outer plate connects the longitudinal force-bearing steel bar and the stirrup shear steel bar to form the upper steel bar The tire cage frame and the lower steel cage frame have the advantages of simple support, clear force, convenient construction, material saving, large spanning capacity and no deformation, which can speed up the progress of beam manufacturing and improve the efficiency of steel bar installation and concrete pouring. It is an ideal prefabricated T-beam reinforcement mold for bridge construction.
附图说明Description of drawings
下面结合附图和具体实施方式对实用新型发明进一步描述。The utility model invention will be further described below in conjunction with the accompanying drawings and specific embodiments.
附图1为一种预制T梁钢筋胎具的外观示意图;Accompanying drawing 1 is the outward appearance schematic diagram of a kind of prefabricated T-beam reinforcing steel mold;
附图2为一种预制T梁钢筋胎具的T型外板示意图。Accompanying drawing 2 is a schematic diagram of a T-shaped outer plate of a prefabricated T-beam reinforcement mold.
图中:1、电缆孔,2、电缆,3、T型外板,4、上部钢筋胎笼骨架,5、下部钢筋胎笼骨架,6、底板,7、T型上横梁外板,8、线孔下板。In the figure: 1. Cable hole, 2. Cable, 3. T-shaped outer plate, 4. Upper steel cage frame, 5. Lower steel cage frame, 6. Bottom plate, 7. T-shaped upper beam outer plate, 8. Line hole lower plate.
具体实施方式detailed description
由附图1、2所示,一种预制T梁钢筋胎具由电缆孔1电缆2、T型外板3、上部钢筋胎笼骨架4、下部钢筋胎笼骨架5、底板6、T型上横梁外板7、线孔下板8组成;采用钢板材料制作T型外板3,T型外板3的下部设置线孔下板8,线孔下板8设有等距的电缆孔1,采用钢板材料制作底板6,底板6的两端设置带线孔下板8的T型外板3,T型外板3之间设置受力钢筋和箍筋抗剪钢筋形成的上部钢筋胎笼骨架4,线孔下板8之间设置受力钢筋和箍筋抗剪钢筋形成的下部钢筋胎笼骨架5,下部钢筋胎笼骨架5的内部设置穿线管,穿线管的两端与T型外板3的线孔下板8的电缆孔1连通,由电缆孔1和穿线管穿入电缆2,在上部钢筋胎笼骨架4和下部钢筋胎笼骨架5的两边外侧安装固定模板,即可进行混凝土浇注施工。Shown in accompanying drawing 1, 2, a kind of prefabricated T-beam reinforced tire is made up of cable hole 1 cable 2, T-shaped outer plate 3, upper reinforcement cage skeleton 4, lower reinforcement cage skeleton 5, bottom plate 6, T-shaped upper The beam outer plate 7 and the line hole lower plate 8 are composed; the T-shaped outer plate 3 is made of steel plate material, and the lower part of the T-shaped outer plate 3 is provided with the line hole lower plate 8, and the line hole lower plate 8 is provided with equidistant cable holes 1. The bottom plate 6 is made of steel plate material, and the two ends of the bottom plate 6 are provided with a T-shaped outer plate 3 with a lower plate 8 with wire holes, and the upper steel cage frame formed by the stressed steel bars and the stirrup shear steel bars is arranged between the T-shaped outer plates 3 4. Between the lower plates 8 of the line holes, a lower reinforcement cage frame 5 formed by stressed steel bars and stirrup shear reinforcement is arranged, and a threading pipe is arranged inside the lower steel cage frame 5, and the two ends of the threading pipe are connected with the T-shaped outer plate The cable hole 1 of the lower plate 8 of the line hole 3 is connected, and the cable 2 is penetrated through the cable hole 1 and the threading pipe, and the fixed formwork is installed on the outer sides of the upper steel cage frame 4 and the lower steel cage frame 5, and the concrete can be carried out. Pouring construction.
以上所述,实施方式仅仅是对本发明的优选实施方式进行描述,并非对本发明的范围进行限定,在不脱离本发明技术的精神的前提下,本领域工程技术人员对本发明的技术方案作出的各种变形和改进,均应落入本发明的权利要求书确定的保护范围内。As mentioned above, the embodiment is only a description of the preferred embodiment of the present invention, and is not intended to limit the scope of the present invention. On the premise of not departing from the spirit of the technology of the present invention, engineers and technicians in the field make various technical solutions of the present invention All such modifications and improvements should fall within the scope of protection defined by the claims of the present invention.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621100362.9U CN206066688U (en) | 2016-09-23 | 2016-09-23 | A kind of Precast T-Beam reinforcing bar mold |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621100362.9U CN206066688U (en) | 2016-09-23 | 2016-09-23 | A kind of Precast T-Beam reinforcing bar mold |
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| Publication Number | Publication Date |
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| CN206066688U true CN206066688U (en) | 2017-04-05 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201621100362.9U Expired - Fee Related CN206066688U (en) | 2016-09-23 | 2016-09-23 | A kind of Precast T-Beam reinforcing bar mold |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111236307A (en) * | 2020-01-19 | 2020-06-05 | 中国十七冶集团有限公司 | Processing device and construction method for prefabricated pipe joint steel reinforcement framework of pipe gallery top pipe |
-
2016
- 2016-09-23 CN CN201621100362.9U patent/CN206066688U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111236307A (en) * | 2020-01-19 | 2020-06-05 | 中国十七冶集团有限公司 | Processing device and construction method for prefabricated pipe joint steel reinforcement framework of pipe gallery top pipe |
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