CN204456166U - A kind of high-speed railway subgrade location contact net basic pre-embedded bolt fixes mould bases - Google Patents

A kind of high-speed railway subgrade location contact net basic pre-embedded bolt fixes mould bases Download PDF

Info

Publication number
CN204456166U
CN204456166U CN201520095980.8U CN201520095980U CN204456166U CN 204456166 U CN204456166 U CN 204456166U CN 201520095980 U CN201520095980 U CN 201520095980U CN 204456166 U CN204456166 U CN 204456166U
Authority
CN
China
Prior art keywords
embedded bolt
embedded
formwork
welded
upper frame
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.)
Expired - Lifetime
Application number
CN201520095980.8U
Other languages
Chinese (zh)
Inventor
许磊
高雪峰
王德锋
李绍先
鲜志双
王朝东
卢太华
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.)
IN TUNNEL BUREAU OF SECOND ENGINEERING Co Ltd
Original Assignee
IN TUNNEL BUREAU OF SECOND ENGINEERING 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 IN TUNNEL BUREAU OF SECOND ENGINEERING Co Ltd filed Critical IN TUNNEL BUREAU OF SECOND ENGINEERING Co Ltd
Priority to CN201520095980.8U priority Critical patent/CN204456166U/en
Application granted granted Critical
Publication of CN204456166U publication Critical patent/CN204456166U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Moulds, Cores, Or Mandrels (AREA)

Abstract

本实用新型提出了一种高速铁路路基地段接触网基础预埋螺栓固定模架,包括:下框架、螺母、上框架、调节螺杆、加强杆、横搭、预埋螺栓;所述的下框架由螺纹钢焊接而成,下框架通过加强杆与上框架相连;所述的调节螺杆焊接在下框架上;所述的上框架上设置有预埋螺栓孔;所述的预埋螺栓孔由螺纹钢焊接而成;所述的预埋螺栓安装在预埋螺栓孔中,用螺母固定;所述的横搭焊接在上框架上,用于将模架放置在模板上。本实用新型能够快速、准确的定位和加固预埋螺栓,防止螺栓组间距超标,防止螺栓在浇注过程中下沉而影响螺栓外漏长度,能在混凝土浇注前快速精确的调整螺栓的位置,大幅度提高工作的准确性和工作效率。

The utility model proposes a high-speed railway embankment section catenary foundation pre-embedded bolt fixing formwork, including: a lower frame, a nut, an upper frame, an adjusting screw, a reinforcing rod, a horizontal bridge, and a pre-embedded bolt; the lower frame is composed of The lower frame is connected with the upper frame through reinforcing rods; the adjusting screw is welded on the lower frame; the upper frame is provided with pre-embedded bolt holes; the pre-embedded bolt holes are welded by rebar The embedded bolts are installed in the embedded bolt holes and fixed with nuts; the horizontal laps are welded on the upper frame for placing the formwork on the formwork. The utility model can quickly and accurately locate and reinforce the pre-embedded bolts, prevent the distance between the bolt groups from exceeding the standard, prevent the bolts from sinking during the pouring process and affect the bolt leakage length, and can quickly and accurately adjust the positions of the bolts before concrete pouring. Significantly improve the accuracy and efficiency of work.

Description

一种高速铁路路基地段接触网基础预埋螺栓固定模架A high-speed railway embankment section catenary foundation pre-embedded bolt fixed formwork

技术领域 technical field

本实用新型涉及一种模架,具体涉及一种高速铁路路基地段接触网基础预埋螺栓固定模架。 The utility model relates to a formwork, in particular to a formwork fixed by pre-embedded bolts of a catenary foundation in a high-speed railway embankment section.

技术背景 technical background

目前、铁路路基地段接触网基础施工基本均由土建施工单位施工,接触网基础施工后交予四电施工单位安装接触网立柱,但在交付过程中,往往存在大量接触网预埋螺栓组间距不符合要求,接触网预埋螺栓外漏长度不足、接触网预埋螺栓不竖直偏位,造成接触网立柱无法安装,接收单位不接收而出现返工的现象。 At present, the catenary foundation construction of the railway subgrade section is basically carried out by the civil engineering construction unit. After the catenary foundation is constructed, it is handed over to the Sidian construction unit to install the catenary column. However, during the delivery process, there are often a large number of catenary embedded bolts. If the requirements are met, the leakage length of the catenary pre-embedded bolts is insufficient, and the catenary pre-embedded bolts are not vertically offset, resulting in the failure of the catenary column to be installed, and the receiving unit does not accept it and rework occurs.

发明内容 Contents of the invention

为了解决上述问题,本实用新型提出了一种高速铁路路基地段接触网基础预埋螺栓固定模架。 In order to solve the above problems, the utility model proposes a high-speed railway embankment section catenary foundation pre-embedded bolt fixed formwork.

本实用新型的技术方案是:一种高速铁路路基地段接触网基础预埋螺栓固定模架,包括:下框架、螺母、上框架、调节螺杆、加强杆、横搭、预埋螺栓;所述的下框架由螺纹钢焊接而成,下框架通过加强杆与上框架相连;所述的调节螺杆焊接在下框架上;所述的上框架上设置有预埋螺栓孔;所述的预埋螺栓孔由螺纹钢焊接而成;所述的预埋螺栓安装在预埋螺栓孔中,用螺母固定;所述的横搭焊接在上框架上,用于将模架放置在模板上。 The technical solution of the utility model is: a high-speed railway embankment section catenary foundation pre-embedded bolt fixing formwork, including: lower frame, nut, upper frame, adjusting screw, reinforcing rod, horizontal bridge, and pre-embedded bolts; The lower frame is welded by threaded steel, and the lower frame is connected with the upper frame through reinforcing rods; the adjusting screw is welded on the lower frame; the upper frame is provided with embedded bolt holes; the embedded bolt holes are formed by The threaded steel is welded; the embedded bolts are installed in the embedded bolt holes and fixed with nuts; the horizontal laps are welded on the upper frame for placing the formwork on the formwork.

进一步地,所述的调节螺杆的数量为八个,分别焊接在下框架的四个边上。 Further, there are eight adjusting screws, which are respectively welded to the four sides of the lower frame.

进一步地,所述的横搭的数量为两个,平行地焊接在上框架上。 Further, the number of said cross-legs is two, which are welded on the upper frame in parallel.

进一步地,所述的预埋螺栓能够从模架上取下。 Further, the embedded bolts can be removed from the formwork.

进一步地,所述的螺纹钢的直径为16毫米以上。 Further, the diameter of the rebar is more than 16 mm.

有益效果Beneficial effect

本实用新型的一种高速铁路路基地段接触网基础预埋螺栓固定模架,能够快速、准确的定位和加固预埋螺栓,防止螺栓组间距超标,能防止螺栓在浇注过程中下沉而影响螺栓外漏长度,能在混凝土浇注前快速精确的调整螺栓的位置,能大幅度提高工作的准确性和工作效率。 A high-speed railway subgrade section catenary foundation pre-embedded bolt fixing formwork of the utility model can quickly and accurately locate and reinforce the pre-embedded bolts, prevent the distance between the bolt groups from exceeding the standard, and prevent the bolts from sinking during the pouring process and affect the bolts The leakage length can quickly and accurately adjust the position of the bolt before concrete pouring, which can greatly improve the accuracy and efficiency of the work.

附图说明 Description of drawings

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

图中,1-下框架、2-螺母、3-上框架、4-调节螺杆、5-加强杆、6-横搭、7-预埋螺栓孔、8-预埋螺栓。 In the figure, 1-lower frame, 2-nut, 3-upper frame, 4-adjusting screw, 5-strengthening rod, 6-horizontal lap, 7-embedded bolt hole, 8-embedded bolt.

具体实施方式 Detailed ways

下面结合附图对本实用新型的一种高速铁路路基地段接触网基础预埋螺栓固定模架作详细说明。 A kind of high-speed railway embankment section catenary foundation pre-embedded bolt fixing formwork of the present utility model will be described in detail below in conjunction with the accompanying drawings.

如图1所示,一种高速铁路路基地段接触网基础预埋螺栓固定模架,包括:下框架1、螺母2、上框架3、调节螺杆4、加强杆5、横搭6、预埋螺栓8;所述的下框架1由螺纹钢焊接而成,下框架1通过加强杆5与上框架3相连;所述的调节螺杆4的数量为八个,分别焊接在下框架1的四个边上;所述的上框架3上设置有预埋螺栓孔7;所述的预埋螺栓孔7由螺纹钢焊接而成;所述的预埋螺栓8安装在预埋螺栓孔7中,用螺母2固定;所述的横搭6的数量为两个,平行地焊接在上框架3上,用于将模架放置在模板上。 As shown in Figure 1, a high-speed railway embankment section catenary foundation pre-embedded bolt fixed formwork, including: lower frame 1, nut 2, upper frame 3, adjusting screw 4, reinforcing rod 5, horizontal bridge 6, pre-embedded bolts 8; the lower frame 1 is welded by rebar, and the lower frame 1 is connected with the upper frame 3 through the reinforcing rod 5; the number of the adjusting screws 4 is eight, which are respectively welded on the four sides of the lower frame 1 The described upper frame 3 is provided with embedded bolt holes 7; the described embedded bolt holes 7 are welded by threaded steel; the described embedded bolts 8 are installed in the embedded bolt holes 7, and the nuts 2 Fixing; the number of said cross-laps 6 is two, which are welded on the upper frame 3 in parallel, and are used to place the formwork on the formwork.

将横搭6放置在模板上,调节调节螺杆4使其紧贴模板侧面;调节预埋螺栓8上的螺母2,使预埋螺栓8露出的长度符合设计要求,此时,可以往模板里加入混凝土。 Place the crossbar 6 on the formwork, adjust the adjusting screw 4 to make it close to the side of the formwork; adjust the nut 2 on the embedded bolt 8, so that the exposed length of the embedded bolt 8 meets the design requirements, at this time, you can add it to the formwork concrete.

以上所述,仅是本实用新型的较佳实施例而已,并非对本实用新型作任何形式上的限制,虽然本实用新型已以较佳实施例揭露如上,然而并非用以限定本实用新型,任何熟悉本专业的技术人员,在不脱离本实用新型技术方案范围内,当可利用上述揭示的技术内容作出些许更动或修饰为等同变化的等效实施例,但凡是未脱离本实用新型技术方案的内容,依据本实用新型的技术实质对以上实施例所作的任何简单修改、等同变化与修饰,均仍属于本实用新型技术方案的范围内。 The above are only preferred embodiments of the utility model, and are not intended to limit the utility model in any form. Although the utility model has been disclosed as above with preferred embodiments, it is not intended to limit the utility model. Any Those who are familiar with this profession, without departing from the scope of the technical solution of the present utility model, can use the technical content disclosed above to make some changes or modify the equivalent embodiments of equivalent changes, but all those that do not depart from the technical solution of the present utility model Any simple modifications, equivalent changes and modifications made to the above embodiments according to the technical essence of the utility model still belong to the scope of the technical solution of the utility model.

Claims (5)

1.一种高速铁路路基地段接触网基础预埋螺栓固定模架,包括:下框架、螺母、上框架、调节螺杆、加强杆、横搭、预埋螺栓;所述的下框架由螺纹钢焊接而成,下框架通过加强杆与上框架相连;所述的调节螺杆焊接在下框架上;所述的上框架上设置有预埋螺栓孔;所述的预埋螺栓孔由螺纹钢焊接而成;所述的预埋螺栓安装在预埋螺栓孔中,用螺母固定;所述的横搭焊接在上框架上,用于将模架放置在模板上。 1. A high-speed railway embankment section catenary foundation pre-embedded bolt fixing formwork, comprising: lower frame, nut, upper frame, adjusting screw, reinforcing rod, horizontal bridge, pre-embedded bolt; described lower frame is welded by threaded steel The lower frame is connected with the upper frame through a reinforcing rod; the adjusting screw is welded on the lower frame; the upper frame is provided with pre-embedded bolt holes; the pre-embedded bolt holes are welded by rebar; The embedded bolts are installed in the embedded bolt holes and fixed with nuts; the horizontal laps are welded on the upper frame for placing the formwork on the formwork. 2.根据权利要求1所述的一种高速铁路路基地段接触网基础预埋螺栓固定模架,其特征在于:所述的调节螺杆的数量为八个,分别焊接在下框架的四个边上。 2. A high-speed railway embankment section catenary foundation pre-embedded bolt-fixed formwork according to claim 1, characterized in that: the number of said adjusting screws is eight, which are respectively welded on the four sides of the lower frame. 3.根据权利要求1所述的一种高速铁路路基地段接触网基础预埋螺栓固定模架,其特征在于:所述的横搭的数量为两个,平行地焊接在上框架上。 3. A high-speed railway embankment section catenary foundation pre-embedded bolt-fixed formwork according to claim 1, characterized in that: the number of said horizontal laps is two, and they are welded on the upper frame in parallel. 4.根据权利要求1所述的一种高速铁路路基地段接触网基础预埋螺栓固定模架,其特征在于:所述的预埋螺栓能够从模架上取下。 4. The formwork for fixing the catenary foundation of the high-speed railway embankment section with embedded bolts according to claim 1, characterized in that the embedded bolts can be removed from the formwork. 5.根据权利要求1所述的一种高速铁路路基地段接触网基础预埋螺栓固定模架,其特征在于:所述的螺纹钢的直径为16毫米以上。 5. A high-speed railway embankment section catenary foundation pre-embedded bolt fixing formwork according to claim 1, characterized in that: the diameter of the rebar is more than 16 mm.
CN201520095980.8U 2015-02-11 2015-02-11 A kind of high-speed railway subgrade location contact net basic pre-embedded bolt fixes mould bases Expired - Lifetime CN204456166U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520095980.8U CN204456166U (en) 2015-02-11 2015-02-11 A kind of high-speed railway subgrade location contact net basic pre-embedded bolt fixes mould bases

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520095980.8U CN204456166U (en) 2015-02-11 2015-02-11 A kind of high-speed railway subgrade location contact net basic pre-embedded bolt fixes mould bases

Publications (1)

Publication Number Publication Date
CN204456166U true CN204456166U (en) 2015-07-08

Family

ID=53663075

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520095980.8U Expired - Lifetime CN204456166U (en) 2015-02-11 2015-02-11 A kind of high-speed railway subgrade location contact net basic pre-embedded bolt fixes mould bases

Country Status (1)

Country Link
CN (1) CN204456166U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106006361A (en) * 2016-06-30 2016-10-12 中国五冶集团有限公司 Pre-buried bolt assembly
CN108457295A (en) * 2018-05-04 2018-08-28 中铁三局集团有限公司 High-speed railway subgrade contact net basic foundation bolt accurate positioning device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106006361A (en) * 2016-06-30 2016-10-12 中国五冶集团有限公司 Pre-buried bolt assembly
CN108457295A (en) * 2018-05-04 2018-08-28 中铁三局集团有限公司 High-speed railway subgrade contact net basic foundation bolt accurate positioning device
CN108457295B (en) * 2018-05-04 2023-07-18 中铁三局集团有限公司 Precise positioning device for foundation anchor bolts of high-speed railway subgrade contact net

Similar Documents

Publication Publication Date Title
CN208055849U (en) A kind of pier shaft embedded bar positioning device based on cushion cap template
CN103306208A (en) Formwork creeping method for novel 1.6 parabola-shaped four-column type hollow variable section high pier
CN108035375A (en) A kind of concrete assembled rim of a cup basis
CN205839599U (en) Pier stud reinforcing bar location auxiliary moulding bed
CN204920210U (en) Dysmorphism spar template reinforced structure
CN107571392A (en) A kind of beam making bench for the construction of transverse tensioning method prestressing force prefabricated small box girder
CN204456166U (en) A kind of high-speed railway subgrade location contact net basic pre-embedded bolt fixes mould bases
CN204997807U (en) Prefabricated little case roof beam centre form device
CN204455823U (en) A kind of suspension bridge push-and-pull rod anchor system
CN204112712U (en) A kind of side root haunch cast-in-place wall model sheetinstallat device
CN106522282A (en) Liftable post-cast strip template structure and system and construction method thereof
CN203334190U (en) Thin-wall hollow pillar integral elevation model turning device
CN205224266U (en) Overlength super large area bottom plate post -cast strip structure
CN204199318U (en) Multi-purpose Iron Tower Foundation Anchor Bolt Positioning Formwork Device
CN103850266A (en) Multipurpose positioning template device for foundation bolt of iron tower and positioning method
CN206589121U (en) It is a kind of to be used for precast beam, the diaphragm plate horizontal reinforcement mounting and positioning device of plate
CN104405417A (en) Inverted arch construction trolley for self-propelled tunnel
CN205295916U (en) RPC leveling board
CN208072956U (en) Concrete shear force wall root bracing means
CN106400687A (en) Positioning assisting assembly jig for pier column reinforcing rib
CN206503076U (en) The stiff skeleton operating platform of hollow thin-walled high pier cage bar positioning
CN205046843U (en) Reinforcing apparatus's stair template of marking time in middle of installation
CN204224997U (en) Little curve circuit bracing means
CN202500335U (en) Horizontal internal formwork supporting device
CN205874988U (en) Case back board prestressing tendons positioner

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20150708