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CN105544976A - Gallery side wall formwork positioning device and method - Google Patents

Gallery side wall formwork positioning device and method Download PDF

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Publication number
CN105544976A
CN105544976A CN201511006243.7A CN201511006243A CN105544976A CN 105544976 A CN105544976 A CN 105544976A CN 201511006243 A CN201511006243 A CN 201511006243A CN 105544976 A CN105544976 A CN 105544976A
Authority
CN
China
Prior art keywords
sleeve
steel
gallery
screw rod
steel plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201511006243.7A
Other languages
Chinese (zh)
Inventor
王槐
袁长安
童慧
黄小应
陈张华
潘福营
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chongqing Beaulieu Pumped Storage Power Station Co Ltd
State Grid Corp of China SGCC
State Grid Xinyuan Co Ltd
Original Assignee
Chongqing Beaulieu Pumped Storage Power Station Co Ltd
State Grid Corp of China SGCC
State Grid Xinyuan Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Chongqing Beaulieu Pumped Storage Power Station Co Ltd, State Grid Corp of China SGCC, State Grid Xinyuan Co Ltd filed Critical Chongqing Beaulieu Pumped Storage Power Station Co Ltd
Priority to CN201511006243.7A priority Critical patent/CN105544976A/en
Publication of CN105544976A publication Critical patent/CN105544976A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/065Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
    • E04G17/0655Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts
    • E04G17/0657Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts fully recoverable

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The invention discloses a gallery side wall formwork positioning device and method. The gallery side wall formwork positioning device comprises a sleeve and screw rods arranged at the two ends of the sleeve. One end of each screw rod is in threaded connection with the sleeve, and the other end of each screw rod is connected with a steel plate. The sleeve and the screw rods are coaxial. The gallery side wall formwork positioning device is formed by connecting the sleeve, the screw rods and the steel plate, the structure is simple, using is convenient, the defects that in the prior art, the structure is complex, and positioning can be completed through a large number of steel reinforcing ribs and a large amount of labor force are overcome, the number of steel reinforcing ribs is decreased, labor force is saved, and the engineering cost is lowered. The positioning method is simple and convenient and fast to implement, construction and disassembly of the positioning device can be rapidly completed, the working efficiency is improved, and the construction period is shortened.

Description

一种廊道边墙模板定位装置及定位方法A positioning device and positioning method for a corridor side wall formwork

技术领域technical field

本发明涉及了一种廊道模板定位装置,尤其涉及一种廊道边墙模板定位装置。本发明还涉及这种定位装置的定位方法。The invention relates to a corridor formwork positioning device, in particular to a corridor side wall formwork positioning device. The invention also relates to a positioning method of such a positioning device.

背景技术Background technique

廊道一般为城门洞型,采用混凝土全断面衬砌。廊道混凝土施工中边墙模板的定位一般采用拉筋和大量的脚手架钢管,这样的模板定位结构由于需要大量的钢管搭建,因此要将6米长的钢管裁短使用,不仅造成很大浪费,而且需要大量的人工完成,同时由于在搭建过程中很难保证其对称性从而给整个工程埋下了安全隐患。The corridor is generally in the shape of a city gate, and is lined with full-section concrete. The positioning of the side wall formwork in the concrete construction of the corridor generally uses tension bars and a large number of scaffolding steel pipes. Such a formwork positioning structure requires a large number of steel pipes to build, so the 6-meter-long steel pipes must be cut short for use, which not only causes a lot of waste, Moreover, it requires a lot of manual work, and at the same time, it is difficult to ensure its symmetry during the construction process, which has buried safety hazards for the entire project.

发明内容Contents of the invention

本发明的目的在于提供一种结构简单且容易搭建的廊道边墙模板定位装置。The object of the present invention is to provide a corridor side wall template positioning device with simple structure and easy construction.

本发明的第二个目的在于提供上述定位装置的定位方法。The second object of the present invention is to provide a positioning method for the above positioning device.

本发明的目的是这样实现的,一种廊道边墙模板定位装置,包括套筒和套筒两端的螺杆,螺杆的一端与套筒通过螺纹连接,螺杆的另一端与钢板连接,套筒与螺杆同轴。使用时,将两个螺杆分别拧入套筒的两端,使两个钢板分别顶住廊道的两个边墙模板,然后转动套筒,使两个螺杆同时向外伸长使钢板顶紧模板,同时可以通过转动套筒使螺杆伸长或收缩以调整螺杆的伸缩度从而实现模板准确定位。The purpose of the present invention is achieved in this way, a corridor side wall formwork positioning device, including the sleeve and the screw at both ends of the sleeve, one end of the screw is threaded with the sleeve, the other end of the screw is connected with the steel plate, and the sleeve is connected with the sleeve. The screw is coaxial. When in use, screw the two screws into the two ends of the sleeve respectively, so that the two steel plates respectively withstand the two side wall formworks of the corridor, and then turn the sleeve so that the two screws extend outward at the same time to make the steel plates tight At the same time, the screw rod can be extended or contracted by rotating the sleeve to adjust the stretching degree of the screw rod so as to realize the accurate positioning of the template.

钢板的一面为平面,与该平面相对的一面设有凹槽,螺杆与钢板的平One side of the steel plate is a plane, and the side opposite to the plane is provided with a groove, and the flat surface between the screw rod and the steel plate

面焊接。通常,边墙模板通过钢管固定,本技术方案中的钢板的凹槽朝外,可直接卡于钢管上,能防止安装过程中由于滑动等原因导致钢板移位从而影响定位的准确性。surface welding. Usually, the side wall formwork is fixed by steel pipes. The grooves of the steel plates in this technical solution face outwards and can be directly stuck on the steel pipes, which can prevent the steel plates from shifting due to sliding and other reasons during the installation process, thereby affecting the accuracy of positioning.

钢板可选用槽钢,螺杆与槽钢的平面焊接,槽钢的凹槽朝外。The steel plate can be made of channel steel, the plane of the screw rod and the channel steel is welded, and the groove of the channel steel faces outward.

为了操作方便,套筒上设有手把。For easy operation, a handle is provided on the sleeve.

为了结构简单且牢固,套筒为钢管,手把为钢筋,手把与套筒焊接。For simple and firm structure, the sleeve is steel pipe, the handle is steel bar, and the handle is welded to the sleeve.

本发明的第二个目的是这样实现的,利用上述廊道边墙模板定位装置的定位方法,包括以下步骤:The second object of the present invention is achieved in that the positioning method utilizing the above-mentioned corridor side wall formwork positioning device comprises the following steps:

1、将两根一端与钢板焊接的螺杆分别拧入套筒的两端;1. Screw two screws with one end welded to the steel plate into the two ends of the sleeve respectively;

2、将两个钢板的凹槽分别对准固定边墙模板的钢管,转动套筒使两端的螺杆同时伸长,使钢板的凹槽卡于钢管上且顶紧。2. Align the grooves of the two steel plates with the steel pipes that fix the side wall formwork, and turn the sleeve to extend the screws at both ends at the same time, so that the grooves of the steel plates are stuck on the steel pipes and tightened.

3、检测模板定位是否准确,通过转动套筒调整螺杆的伸缩度,使模板准确定位。3. Check whether the positioning of the template is accurate, adjust the expansion and contraction of the screw by rotating the sleeve, so that the template can be positioned accurately.

为了结构稳固,沿廊道长度方向每间隔2米设置一个廊道边墙模板定位装置,沿廊道上下方向设置3个廊道边墙模板定位装置。For structural stability, a corridor side wall formwork positioning device is installed at intervals of 2 meters along the length of the corridor, and three corridor side wall formwork positioning devices are installed along the corridor's up and down direction.

工程结束后,通过转动套筒使螺杆回收,带动钢板与钢管脱离。After the project is finished, the screw is recovered by turning the sleeve, and the steel plate is separated from the steel pipe.

本发明具有如下有益效果:The present invention has following beneficial effects:

1、本发明廊道边墙模板定位装置由套筒、螺杆和钢板连接而成,结构简单,使用方便,克服了现有技术存在的结构复杂且需要大量的钢筋和人力才能完成的弊端,节省了钢筋,节省了劳动力,降低了工程成本。1. The corridor side wall formwork positioning device of the present invention is formed by connecting a sleeve, a screw and a steel plate. It has a simple structure and is easy to use. Rebar is saved, labor is saved, and engineering costs are reduced.

2、本发明廊道边墙模板定位装置加工简单,安装拆除快速便捷,可重复使用,且占用存放空间小,适合所有廊道混凝土模板定位。2. The corridor side wall formwork positioning device of the present invention is simple to process, quick and convenient to install and remove, reusable, and occupies a small storage space, and is suitable for positioning all corridor concrete formworks.

3、本发明定位方法简单、便捷,可快速完成定位装置的搭建和拆除,提高了工作效率,有助于缩短工期。3. The positioning method of the present invention is simple and convenient, can quickly complete the construction and dismantling of the positioning device, improves work efficiency, and helps to shorten the construction period.

附图说明Description of drawings

图1为本发明廊道廊道边墙模板定位装置结构示意图;Fig. 1 is a schematic structural view of the corridor corridor side wall formwork positioning device of the present invention;

图2为本发明实施例中廊道边墙模板定位装置定位状态示意图;Fig. 2 is a schematic diagram of the positioning state of the corridor side wall formwork positioning device in the embodiment of the present invention;

图3为图2的侧剖图。FIG. 3 is a side sectional view of FIG. 2 .

图中,1.套筒,2.螺杆,3.钢板,4.手把,5.模板,6.钢管,7.支撑管,8.混凝土廊道,9.开挖基础面。In the figure, 1. Sleeve, 2. Screw, 3. Steel plate, 4. Handle, 5. Formwork, 6. Steel pipe, 7. Support pipe, 8. Concrete corridor, 9. Excavation foundation surface.

具体实施方式detailed description

实施例,一种廊道边墙模板定位装置,包括套筒1和套筒1两端的螺杆2,螺杆2的一端与套筒1通过螺纹连接,螺杆2的另一端与钢板3焊接,套筒1与螺杆2同轴。An embodiment, a corridor side wall formwork positioning device, including a sleeve 1 and a screw 2 at both ends of the sleeve 1, one end of the screw 2 is threadedly connected to the sleeve 1, the other end of the screw 2 is welded to a steel plate 3, and the sleeve 1 is coaxial with the screw rod 2.

钢板3为槽钢,螺杆2与槽钢的平面焊接,槽钢的凹槽朝外。套筒1上设有手把4。套筒1为钢管,手把4为钢筋,手把4与套筒1焊接。The steel plate 3 is a channel steel, the screw rod 2 is welded to the plane of the channel steel, and the groove of the channel steel faces outward. A handle 4 is provided on the sleeve 1 . The sleeve 1 is a steel pipe, the handle 4 is a steel bar, and the handle 4 is welded to the sleeve 1.

本实施例中,套筒1采用直径60mm的钢棒加工而成,钢棒两端利用车床加工内丝;螺杆2为直径35mm的钢棒加工而成,利用车床加工外丝。内丝与外丝配套。In this embodiment, the sleeve 1 is processed from a steel rod with a diameter of 60 mm, and the inner wires are processed at both ends of the steel rod; the screw 2 is processed from a steel rod with a diameter of 35 mm, and the outer wires are processed with a lathe. The inner wire is matched with the outer wire.

本实施例中,先开挖一个槽子,在槽内浇筑混凝土廊道。廊道内外均设有模板,内部模板和外部模板均为钢模板。廊道内部一面侧墙布置3道横向直径为48mm的钢管,沿着廊道方向间隔3米布置一道竖向直径为48mm的钢管,竖向钢管与横向钢管采用扣件连接固定,廊道外部也布置2~3道横向钢管,再根据实际地形利用支撑钢管支撑住横向钢管,以此来固定模板。In this embodiment, a groove is excavated first, and a concrete corridor is poured in the groove. Formwork is provided inside and outside the corridor, and both the internal formwork and the external formwork are steel formwork. Three steel pipes with a transverse diameter of 48mm are arranged on one side wall of the corridor, and a steel pipe with a vertical diameter of 48mm is arranged at an interval of 3 meters along the direction of the corridor. The vertical steel pipes and horizontal steel pipes are connected and fixed by fasteners. Arrange 2~3 horizontal steel pipes, and then use supporting steel pipes to support the horizontal steel pipes according to the actual terrain, so as to fix the formwork.

利用该廊道边墙模板定位装置的定位方法,包括以下步骤:The positioning method utilizing the corridor side wall formwork positioning device comprises the following steps:

1、将一端与钢板3焊接的两根螺杆2分别拧入套筒1的两端;1. Screw the two screws 2 welded with the steel plate 3 at one end into the two ends of the sleeve 1 respectively;

2、将两个钢板3的凹槽分别对准固定边墙模板5的钢管6,转动套筒1使两根螺杆2同时伸长,将两边的钢板3的凹槽卡于钢管6上,顶紧;2. Align the grooves of the two steel plates 3 with the steel pipe 6 that fixes the side wall template 5, turn the sleeve 1 to make the two screw rods 2 stretch at the same time, clamp the grooves of the steel plates 3 on both sides on the steel pipe 6, and press tight;

3、检测模板5定位是否准确,转动套筒1调整螺杆2的伸缩度,使模板5准确定位。3. Check whether the positioning of the template 5 is accurate, and turn the sleeve 1 to adjust the expansion and contraction of the screw 2, so that the template 5 can be positioned accurately.

上述廊道边墙模板定位装置沿廊道上下方向设置3个,沿廊道长度方向间隔2米设置一个。The above-mentioned corridor side wall formwork positioning devices are arranged three along the upper and lower directions of the corridor, and one is arranged at intervals of 2 meters along the length direction of the corridor.

Claims (7)

1. a gallery sidewall template positioner, it is characterized in that: the screw rod (2) comprising sleeve (1) and sleeve (1) two ends, one end and the sleeve (1) of screw rod (2) are threaded connection, and the other end of screw rod (2) welds with steel plate (3), and sleeve (1) is coaxial with screw rod (2).
2. gallery sidewall template positioner as claimed in claim 1, is characterized in that: the one side of described steel plate (3) is plane, and the one side relative with this plane is provided with groove, the plane-welding of screw rod and steel plate (3).
3. gallery sidewall template positioner as claimed in claim 2, is characterized in that: described steel plate (3) is channel-section steel, and the plane-welding of described screw rod (2) and channel-section steel, the groove of described channel-section steel outwardly.
4. the gallery sidewall template positioner as described in any one of claim 1 or 3, is characterized in that: sleeve (1) is provided with hand (4).
5. gallery sidewall template positioner as claimed in claim 4, is characterized in that: described sleeve (1) is steel pipe, and described hand is reinforcing bar (4), and described hand welds (4) with sleeve (1).
6. the localization method of the gallery sidewall template positioner as described in any one of claim 1-5, comprises the following steps:
1) two screw rods (2) of being welded with steel plate (3) one end are screwed into the two ends of sleeve (1) respectively;
2) groove of two steel plates (3) is aimed at respectively the steel pipe (6) of fixed edge wall form (5), rotational sleeve (1) makes two screw rods (2) extend simultaneously, is stuck on steel pipe (6) by the groove of steel plate (3), holds out against;
3) whether detection template (5) location is accurate, and the dilatability of rotational sleeve (1) adjustment screw rod (2), makes template (5) accurately locate.
7. the localization method of gallery sidewall template positioner as claimed in claim 6, it is characterized in that: along gallery length direction, a gallery sidewall template positioner is set at interval of (2) rice, 3 gallery sidewall template positioners are set along gallery above-below direction.
CN201511006243.7A 2015-12-29 2015-12-29 Gallery side wall formwork positioning device and method Pending CN105544976A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201511006243.7A CN105544976A (en) 2015-12-29 2015-12-29 Gallery side wall formwork positioning device and method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201511006243.7A CN105544976A (en) 2015-12-29 2015-12-29 Gallery side wall formwork positioning device and method

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108104166A (en) * 2017-09-04 2018-06-01 北京市政路桥管理养护集团有限公司 A kind of ground well body structure and construction method
CN108756949A (en) * 2018-06-26 2018-11-06 中铁五局集团贵州工程有限公司 One kind being used for tunnel double-lining reinforcing bar interlamellar spacing and protective layer positioning device
CN112857747A (en) * 2021-01-04 2021-05-28 海门市帕源路桥建设有限公司 Laser calibration control method for bottom plate short wall mold

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DE4310752A1 (en) * 1993-04-02 1994-10-06 Dillinger Stahlbau Reinforcement for a hole-footing or block-foundation shuttering
US20080035832A1 (en) * 2006-08-14 2008-02-14 Belanger Bert L Wall bracing
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CN203654729U (en) * 2013-11-15 2014-06-18 北京市燕通建筑构件有限公司 Prefabricated type shear wall sleeve grouting and molding device
CN204252543U (en) * 2014-11-27 2015-04-08 中交一公局第六工程有限公司 For culvert, foot bridge abutment body construction the U-shaped card of positive and negative silk to drawing push rod
CN104863360A (en) * 2015-06-08 2015-08-26 中冶建工集团有限公司 Curved surface template supporting system and method for installing curved surface template by adopting same
CN104863356A (en) * 2015-05-29 2015-08-26 中铁四局集团建筑工程有限公司 Tool used for reinforcing beam side formwork

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2126271U (en) * 1992-06-05 1992-12-30 刘贤 Form-bracing device for construtional work
DE4310752A1 (en) * 1993-04-02 1994-10-06 Dillinger Stahlbau Reinforcement for a hole-footing or block-foundation shuttering
US20080035832A1 (en) * 2006-08-14 2008-02-14 Belanger Bert L Wall bracing
DE202010003862U1 (en) * 2010-03-19 2010-07-08 Robusta-Gaukel Gmbh & Co. Kg diagonal support
CN203654729U (en) * 2013-11-15 2014-06-18 北京市燕通建筑构件有限公司 Prefabricated type shear wall sleeve grouting and molding device
CN204252543U (en) * 2014-11-27 2015-04-08 中交一公局第六工程有限公司 For culvert, foot bridge abutment body construction the U-shaped card of positive and negative silk to drawing push rod
CN104863356A (en) * 2015-05-29 2015-08-26 中铁四局集团建筑工程有限公司 Tool used for reinforcing beam side formwork
CN104863360A (en) * 2015-06-08 2015-08-26 中冶建工集团有限公司 Curved surface template supporting system and method for installing curved surface template by adopting same

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108104166A (en) * 2017-09-04 2018-06-01 北京市政路桥管理养护集团有限公司 A kind of ground well body structure and construction method
CN108756949A (en) * 2018-06-26 2018-11-06 中铁五局集团贵州工程有限公司 One kind being used for tunnel double-lining reinforcing bar interlamellar spacing and protective layer positioning device
CN108756949B (en) * 2018-06-26 2024-03-29 中铁五局集团贵州工程有限公司 Positioning device for spacing and protective layer of two lining reinforced layers of tunnel
CN112857747A (en) * 2021-01-04 2021-05-28 海门市帕源路桥建设有限公司 Laser calibration control method for bottom plate short wall mold
CN112857747B (en) * 2021-01-04 2023-04-21 海门市帕源路桥建设有限公司 Laser calibration control method for low wall model of bottom plate

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Application publication date: 20160504

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