CN211040393U - Hanger device for measuring instrument for underground excavation tunnel - Google Patents

Hanger device for measuring instrument for underground excavation tunnel Download PDF

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CN211040393U
CN211040393U CN201922121792.9U CN201922121792U CN211040393U CN 211040393 U CN211040393 U CN 211040393U CN 201922121792 U CN201922121792 U CN 201922121792U CN 211040393 U CN211040393 U CN 211040393U
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bearing platform
jackscrew
measuring instrument
frame body
instrument according
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冯力
强兵
王伟
杨小敏
余家兴
王璐
刘倍嘉
陈静
米增洋
王常利
郑德亮
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Beijing Yicheng Municipal Engineering Co ltd
Beijing Municipal Construction Co Ltd
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Beijing Yicheng Municipal Engineering Co ltd
Beijing Municipal Construction Co Ltd
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Abstract

本实用新型涉及一种用于暗挖隧道测量仪器的吊架装置,包括用于承托测量仪器的矩形的承重平台,承重平台上对角各设置有一支腿,支腿的一端与隧道顶部固接,另一端与承重平台上表面球铰接,承重平台的另一对角各设置有一用于调整承重平台平整度的调整组件。本实用新型的优点是减小施工过程中对测量站点破坏的可能性,从而减少工作人员复测的劳动负担,提高施工过程的工作效率。

Figure 201922121792

This utility model relates to a support device for surveying instruments used in tunnel excavation, comprising a rectangular load-bearing platform for supporting the surveying instrument. A leg is positioned diagonally on each side of the load-bearing platform, with one end of each leg fixed to the tunnel ceiling and the other end ball-jointed to the upper surface of the load-bearing platform. An adjustment component for adjusting the flatness of the load-bearing platform is located at each of the other opposite corners. The advantages of this utility model are that it reduces the possibility of damage to the surveying station during construction, thereby reducing the workload of workers requiring re-measurement and improving the efficiency of the construction process.

Figure 201922121792

Description

一种用于暗挖隧道测量仪器的吊架装置A hanger device for measuring instruments in underground excavation tunnels

技术领域technical field

本实用新型涉及暗挖隧道施工测量技术领域,尤其是涉及一种用于暗挖隧道测量仪器的吊架装置。The utility model relates to the technical field of construction measurement of undercut tunnels, in particular to a hanger device for measuring instruments for undercut tunnels.

背景技术Background technique

随着我国基础建设的大力推广,电力管道、市政管道等工程逐渐由地面转入地下,暗挖施工作业由于其对地面交通干扰性小、技术相对成熟逐渐被推广采用。With the vigorous promotion of infrastructure construction in my country, power pipelines, municipal pipelines and other projects are gradually transferred from the ground to the underground, and the underground excavation construction operation is gradually popularized and adopted because of its small interference to ground traffic and relatively mature technology.

工作人员在暗挖隧道过程中,常会在隧道底部设置底板,工作人员需要在底板相应位置处设置测量站点,工作人员先在底板上架设三角架,在三角架上设置测量仪器。In the process of tunnel excavation, the staff often sets up a bottom plate at the bottom of the tunnel. The staff needs to set up a measuring station at the corresponding position of the bottom plate. The staff first erects a tripod on the bottom plate, and then sets up a measuring instrument on the tripod.

由于地下暗挖隧道测量点空间相对有限,测量作业受到其他工种交叉影响较大,容易对测量站点受造成破坏,工作人员需要反复对测量站点进行施测,增加不必要的工作量的同时,也大大降低了测量的精确性。Due to the relatively limited space of the measurement point in the underground tunnel, the measurement operation is greatly affected by other types of work, and it is easy to cause damage to the measurement site. greatly reduces the accuracy of the measurement.

实用新型内容Utility model content

针对现有技术存在的不足,本实用新型的目的之一是提供一种用于暗挖隧道测量仪器的吊架装置,其优点是减小施工过程中对测量站点破坏的可能性,从而减少工作人员复测的劳动负担,提高施工过程的工作效率。Aiming at the deficiencies of the prior art, one of the purposes of the present invention is to provide a hanger device for measuring instruments in a tunnel excavation, which has the advantage of reducing the possibility of damage to the measuring site during construction, thereby reducing work The labor burden of personnel retesting is improved, and the work efficiency of the construction process is improved.

本实用新型的上述实用新型目的是通过以下技术方案得以实现的:The above-mentioned utility model purpose of the present utility model is achieved through the following technical solutions:

一种用于暗挖隧道测量仪器的吊架装置;包括用于承托测量仪器的矩形的承重平台,承重平台上对角各设置有一支腿,支腿的一端与隧道顶部固接,另一端与承重平台上表面球铰接,承重平台的另一对角各设置有一用于调整承重平台平整度的调整组件。The utility model relates to a hanger device for measuring instruments in underground tunnels; it comprises a rectangular load-bearing platform used for supporting the measuring instruments, a leg is arranged on each diagonal corner of the load-bearing platform, one end of the leg is fixedly connected with the top of the tunnel, and the other end is It is spherically articulated with the upper surface of the load-bearing platform, and an adjustment component for adjusting the flatness of the load-bearing platform is arranged at the other opposite corner of the load-bearing platform.

通过采用上述技术方案,将测量仪器设置在隧道顶部,减小施工过程中对测量站点破坏的可能性,从而减少工作人员复测的劳动负担,提高施工过程的工作效率。By adopting the above technical solution, the measuring instrument is arranged on the top of the tunnel, so as to reduce the possibility of damage to the measuring site during the construction process, thereby reducing the labor burden of the staff for re-measurement and improving the work efficiency of the construction process.

本实用新型在一较佳示例中可以进一步配置为:所述调整组件包括设置在承重平台另一对角线上的顶丝螺母以及与顶丝螺母螺纹配合连接的顶丝,承重平台上开设有一通孔,顶丝螺母固定在通孔内。In a preferred example of the present invention, it can be further configured as follows: the adjustment component includes a jack screw nut arranged on another diagonal line of the load-bearing platform and a jack screw threadedly connected with the jack screw nut, and a jack screw is provided on the load-bearing platform Through hole, the jack screw nut is fixed in the through hole.

通过采用上述技术方案,当一对支腿以隧道的母线为对称轴固定在隧道顶部上时,由于施工过程导致隧道以母线分隔的两侧有稍微的差距,工作人员可通过驱动顶丝的转动,驱动与顶丝配合的顶丝螺母沿顶丝的长度方向稍微的运动,从而调整承重平台的平整度,从而提高测量的精确度。By adopting the above technical solution, when a pair of outriggers are fixed on the top of the tunnel with the busbar of the tunnel as the symmetrical axis, there is a slight gap between the two sides of the tunnel separated by the busbar due to the construction process. , drive the top screw nut matched with the top screw to move slightly along the length direction of the top screw, so as to adjust the flatness of the load-bearing platform, thereby improving the measurement accuracy.

本实用新型在一较佳示例中可以进一步配置为:所述顶丝上固接有便于驱动顶丝转动的手柄。In a preferred example of the present invention, it can be further configured as follows: the top wire is fixedly connected with a handle which is convenient for driving the top wire to rotate.

通过采用上述技术方案,手柄的设置,便于工作人员驱动顶丝的转动,从而调整承重平台的平整度。By adopting the above technical solution, the arrangement of the handle is convenient for the staff to drive the rotation of the top wire, so as to adjust the flatness of the load-bearing platform.

本实用新型在一较佳示例中可以进一步配置为:所述承重平台包括矩形的框体以及设置在矩形的框体内用于承托测量仪器的底座,底座与框体之间通过若干个连接杆进行连接,通孔开设在框体上。In a preferred example of the present invention, the load-bearing platform can be further configured as follows: the load-bearing platform includes a rectangular frame body and a base arranged in the rectangular frame body for supporting the measuring instrument, and several connecting rods are connected between the base and the frame body. For connection, through holes are opened on the frame.

通过采用上述技术方案,减小承重平台的重量,从而便于工作人员运输承重平台。By adopting the above technical solution, the weight of the load-bearing platform is reduced, thereby facilitating the transport of the load-bearing platform by the staff.

本实用新型在一较佳示例中可以进一步配置为:所述连接杆设置为角钢。In a preferred example of the present invention, it can be further configured that: the connecting rod is set as an angle steel.

通过采用上述技术方案,角钢的连接性强,可加强框体与底座之间的连接。By adopting the above technical solution, the connection of the angle steel is strong, and the connection between the frame body and the base can be strengthened.

本实用新型在一较佳示例中可以进一步配置为:两个所述支腿背离框体的一端固接有端面面积大于支腿端面面积的垫板,垫板上开设有若干个供膨胀螺栓穿过的连接孔。In a preferred example of the present invention, it can be further configured as follows: one end of the two outriggers facing away from the frame body is fixedly connected with a backing plate whose end surface area is larger than that of the outrigger leg, and a plurality of expansion bolts are provided on the backing plate through the connecting hole.

通过采用上述技术方案,工作人员通过将膨胀螺栓穿过连接孔,并与隧道顶部固定连接,结构简单,便于工作人员拆卸的安装支脚。By adopting the above technical solution, the staff can pass the expansion bolt through the connection hole and fixedly connect it with the top of the tunnel, which has a simple structure and is convenient for the staff to disassemble the installation foot.

本实用新型在一较佳示例中可以进一步配置为:所述顶丝的顶端球铰接有端面面积大于顶丝端面面积的受力片。In a preferred example of the present invention, it can be further configured that: the top ball of the jacking wire is hinged with a force-bearing sheet whose end surface area is larger than that of the jacking wire end face.

通过采用上述技术方案,受力片的设置,增大了顶丝与隧道顶部的受力面积。By adopting the above technical solution, the setting of the force-bearing sheet increases the force-bearing area between the top wire and the top of the tunnel.

本实用新型在一较佳示例中可以进一步配置为:测量仪器通过螺栓与底座固定连接。In a preferred example of the present invention, it can be further configured that the measuring instrument is fixedly connected to the base through bolts.

通过采用上述技术方案,便于工作人员安装和拆卸测量仪器。By adopting the above technical solution, it is convenient for the staff to install and disassemble the measuring instrument.

综上所述,本实用新型至少包括以下有益技术效果:To sum up, the present utility model at least includes the following beneficial technical effects:

1.通过将测量站点设置在隧道的顶部,减小隧道底部施工对测量站点破坏的可能性,从而减少工作人员复测的劳动负担,提高施工过程的工作效率;1. By setting the measurement site at the top of the tunnel, the possibility of damage to the measurement site due to construction at the bottom of the tunnel is reduced, thereby reducing the labor burden of the staff for re-measurement and improving the work efficiency of the construction process;

2.通过设置调整组件,便于工作人员根据实际情况进行调整承重平台的平整度,从而提高测量的精确度。2. By setting the adjustment components, it is convenient for the staff to adjust the flatness of the load-bearing platform according to the actual situation, thereby improving the measurement accuracy.

附图说明Description of drawings

图1是本实用新型安装在隧道顶部的结构示意图;Fig. 1 is the structural representation that the utility model is installed on the top of the tunnel;

图2是本实用新型的结构示意图;Fig. 2 is the structural representation of the present utility model;

图3是图2中A部的放大示意图。FIG. 3 is an enlarged schematic view of part A in FIG. 2 .

图中,1、承重平台;11、框体;111、通孔;12、底座;121、预留螺纹孔;122、螺栓;13、连接杆;2、测量仪器;3、支腿;31、垫板;32、连接孔;33、膨胀螺栓;4、调整组件;41、顶丝螺母;42、顶丝;43、手柄;44、受力片。In the figure, 1, load-bearing platform; 11, frame body; 111, through hole; 12, base; 121, reserved threaded hole; 122, bolt; 13, connecting rod; 2, measuring instrument; 3, outrigger; 31, Backing plate; 32, connecting hole; 33, expansion bolt; 4, adjustment component; 41, jack screw nut; 42, jack screw; 43, handle; 44, stress piece.

具体实施方式Detailed ways

以下结合附图对本实用新型作进一步详细说明。The present utility model will be described in further detail below in conjunction with the accompanying drawings.

如图1和图2所示,为本实用新型公开的一种用于暗挖隧道测量仪器的吊架装置,包括用于承托测量仪器2的矩形的承重平台1,承重平台1上对角各设置有一支腿3,支腿3的一端与隧道顶部固接,另一端与承重平台1上表面球铰接。承重平台1的另一对角各设置有一用于调整承重平台1平整度的调整组件4。承重平台1包括框体11以及设置在框体11内用于承托测量仪器2的底座12,底座12与框体11之间通过若干个连接杆13进行连接。其中,框体11由四根角钢相互焊接制成并呈矩形,底座12呈圆盘形,连接杆13设置为角钢,底座12外周设置有六根角钢,六根角钢一端与底座12焊接另一端与框体11焊接,使得底座12与框体11牢固的连接。将承重平台1设置成框体11与底座12,从而减小承重平台1的重量,便于工作人员搬运承重平台1。As shown in Figures 1 and 2, the utility model discloses a hanger device for a tunnel excavation measuring instrument, comprising a rectangular load-bearing platform 1 for supporting the measuring instrument 2. Each is provided with a leg 3 , one end of the leg 3 is fixedly connected with the top of the tunnel, and the other end is spherically hinged with the upper surface of the load-bearing platform 1 . An adjustment component 4 for adjusting the flatness of the load-bearing platform 1 is disposed at the other diagonal corner of the load-bearing platform 1 . The load-bearing platform 1 includes a frame body 11 and a base 12 disposed in the frame body 11 for supporting the measuring instrument 2 . The base 12 and the frame body 11 are connected by a plurality of connecting rods 13 . Among them, the frame body 11 is made of four angle steels welded to each other and is rectangular, the base 12 is in the shape of a disc, the connecting rod 13 is set as an angle steel, the outer circumference of the base 12 is provided with six angle steels, one end of the six angle steels is welded with the base 12 and the other end is connected with the frame The body 11 is welded so that the base 12 and the frame body 11 are firmly connected. The load-bearing platform 1 is arranged into a frame body 11 and a base 12 , thereby reducing the weight of the load-bearing platform 1 and facilitating the handling of the load-bearing platform 1 by the staff.

如图2和图3所示,一对支腿3背离框体11的一端固定连接有垫板31,垫板31的端面面积大于支腿3的端面面积,垫板3的端面四角各上开设有连接孔32,连接孔32穿透垫板31,且垫板31上设置有穿过连接孔32与隧道顶部连接的膨胀螺栓33,通过将膨胀螺栓33将支腿3固定在隧道顶部,操作简单,便于工作人员安装和拆卸吊架装置,垫板31的设置,增大与隧道顶部的接触面积,4个膨胀螺栓33的设置,加强了吊架装置与隧道顶部的连接。As shown in FIG. 2 and FIG. 3 , a backing plate 31 is fixedly connected to one end of the pair of legs 3 away from the frame body 11 , and the end surface area of the backing plate 31 is larger than that of the supporting legs 3 , and the four corners of the end surface of the backing plate 3 are provided with There is a connecting hole 32, the connecting hole 32 penetrates the backing plate 31, and the backing plate 31 is provided with an expansion bolt 33 which is connected to the top of the tunnel through the connecting hole 32, and the leg 3 is fixed on the top of the tunnel by the expansion bolt 33, and the operation Simple and convenient for the staff to install and remove the hanger device, the setting of the backing plate 31 increases the contact area with the top of the tunnel, and the setting of the four expansion bolts 33 strengthens the connection between the hanger device and the top of the tunnel.

如图2和图3所示,框体11的对角各设置有一通孔111,调整组件4包括设置在框体11另一对角线上的顶丝螺母41以及与顶丝螺母41螺纹配合连接的顶丝42,顶丝螺母41焊接在通孔111内,工作人员通过驱动顶丝42的转动,带动与顶丝42螺纹配合的顶丝螺母41沿顶丝42的长度方向运动,从而带动与顶丝螺母41固接的框体11上下运动,通过调整顶丝42的高低,调整框体11的平整度,提高放置在框体11上的测量仪器2的平整度,便于提高测量的精确度。顶丝42顶部设置有一受力片44,受力片44的端面面积大于顶丝42的端面面积,且受力片44与顶丝42球铰接,当受力片与隧道顶部紧贴时,受力片44的设置,增大与隧道顶部的接触面积。As shown in FIG. 2 and FIG. 3 , a through hole 111 is provided at each diagonal corner of the frame body 11 , and the adjustment assembly 4 includes a jack screw nut 41 arranged on the other diagonal line of the frame body 11 and is threadedly matched with the jack screw nut 41 The connected jack screw 42, the jack screw nut 41 is welded in the through hole 111, and the staff drives the jack screw 42 threadedly matched with the jack screw 42 to move along the length direction of the jack screw 42 by driving the rotation of the jack screw 42, thereby driving the jack screw 42. The frame body 11 fixed with the jack screw nut 41 moves up and down, and by adjusting the height of the jack screw 42, the flatness of the frame body 11 is adjusted, and the flatness of the measuring instrument 2 placed on the frame body 11 is improved, which is convenient to improve the accuracy of measurement Spend. The top of the top wire 42 is provided with a force-bearing sheet 44, the end face area of the force-bearing sheet 44 is larger than the end face area of the top wire 42, and the force-bearing sheet 44 is spherically hinged with the top wire 42. When the force-bearing sheet is in close contact with the top of the tunnel, the The setting of the force piece 44 increases the contact area with the top of the tunnel.

如图2和图3所示,测量仪器2与底座12通过螺栓122连接,底座12中心设置有与测量仪器2相配套的预留螺纹孔121,工作人员在安装测量仪器2时,将测量仪器2放置在底座12上表面相应位置,通过将螺栓122从底座12的下表面穿过预留螺纹孔121并与测量仪器2螺纹连接,结构简单,便于工作人员拆卸的安装测量仪器2。As shown in FIG. 2 and FIG. 3 , the measuring instrument 2 and the base 12 are connected by bolts 122 , and the center of the base 12 is provided with a reserved threaded hole 121 matched with the measuring instrument 2 . 2 is placed at the corresponding position on the upper surface of the base 12, by passing the bolt 122 from the lower surface of the base 12 through the reserved threaded hole 121 and threadedly connected with the measuring instrument 2, the structure is simple, and it is convenient for the staff to disassemble and install the measuring instrument 2.

本实施例的实施原理为:工作人员通过将膨胀螺栓33穿过垫板31上的连接孔32,将一对支腿3固定在隧道顶部,然后转动手柄43,驱动顶丝的转动,使得与顶丝配合的顶丝螺母41沿顶丝42的长度方向运动,从而调节框体11的平整度,从而提高放置在底座12上测量仪器2的平整度,提高测量的精确度,测量站点设置在隧道顶部,减小隧道底部施工对测量站点破坏的可能性,从而减少工作人员复测的劳动负担,提高施工过程的工作效率。The implementation principle of this embodiment is as follows: the worker fixes a pair of legs 3 on the top of the tunnel by passing the expansion bolts 33 through the connecting holes 32 on the backing plate 31, and then rotates the handle 43 to drive the rotation of the top wire, so that the The top screw nut 41 matched with the top screw moves along the length direction of the top screw 42, thereby adjusting the flatness of the frame body 11, thereby improving the flatness of the measuring instrument 2 placed on the base 12, and improving the accuracy of the measurement. The top of the tunnel reduces the possibility of damage to the measurement site caused by the construction at the bottom of the tunnel, thereby reducing the labor burden of the staff for re-measurement and improving the work efficiency of the construction process.

本具体实施方式的实施例均为本实用新型的较佳实施例,并非依此限制本实用新型的保护范围,故:凡依本实用新型的结构、形状、原理所做的等效变化,均应涵盖于本实用新型的保护范围之内。The examples of this specific embodiment are all preferred embodiments of the present invention, and are not intended to limit the protection scope of the present invention. Therefore: all equivalent changes made according to the structure, shape and principle of the present invention are not It should be covered within the protection scope of the present invention.

Claims (8)

1. The utility model provides a gallows device for undercut tunnel measuring instrument which characterized in that: the device comprises a rectangular bearing platform (1) for bearing a measuring instrument (2), wherein a supporting leg (3) is arranged on each diagonal of the bearing platform (1), one end of each supporting leg (3) is fixedly connected with the top of a tunnel, the other end of each supporting leg is hinged with the upper surface of the bearing platform (1) in a spherical mode, and an adjusting component (4) for adjusting the flatness of the bearing platform (1) is arranged on each other diagonal of the bearing platform (1).
2. A hanger apparatus for an underground excavated tunnel surveying instrument according to claim 1, wherein: adjusting part (4) including set up jackscrew nut (41) on another diagonal of bearing platform (1) and jackscrew (42) of being connected with jackscrew nut (41) screw-thread fit, seted up a through-hole (111) on bearing platform (1), jackscrew nut (41) are fixed in through-hole (111).
3. A hanger apparatus for an underground excavated tunnel surveying instrument according to claim 2, wherein: and a handle (43) which is convenient for driving the jackscrew (42) to rotate is fixedly connected to the jackscrew (42).
4. A hanger apparatus for an underground excavated tunnel surveying instrument according to claim 3, wherein: the bearing platform (1) comprises a rectangular frame body (11) and a base (12) arranged in the frame body (11) and used for bearing the measuring instrument (2), the base (12) is connected with the frame body (11) through a plurality of connecting rods (13), and a through hole (111) is formed in the frame body (11).
5. A hanger apparatus for an underground excavated tunnel surveying instrument according to claim 4, wherein: the connecting rod (13) is set to be angle steel.
6. A hanger apparatus for an underground excavated tunnel surveying instrument according to claim 4, wherein: two one end rigid coupling that landing leg (3) deviate from framework (11) has terminal surface area to be greater than backing plate (31) of landing leg (3) terminal surface area, has seted up connecting hole (32) that a plurality of confession expansion bolts (33) passed on backing plate (31).
7. A hanger apparatus for an underground excavated tunnel surveying instrument according to claim 2, wherein: the top end of the jackscrew (42) is in spherical hinge joint with a stress sheet (44) with the end surface area larger than that of the jackscrew (42).
8. A hanger apparatus for an underground excavated tunnel surveying instrument according to claim 4, wherein: the measuring instrument (2) is fixedly connected with the base (12) through a bolt (122).
CN201922121792.9U 2019-11-29 2019-11-29 Hanger device for measuring instrument for underground excavation tunnel Active CN211040393U (en)

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Application Number Priority Date Filing Date Title
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115095733A (en) * 2022-07-11 2022-09-23 江苏开达电气有限公司 Gantry type anti-seismic clamping support hanger

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115095733A (en) * 2022-07-11 2022-09-23 江苏开达电气有限公司 Gantry type anti-seismic clamping support hanger
CN115095733B (en) * 2022-07-11 2023-07-25 江苏开达电气有限公司 Gantry type clamping anti-vibration support and hanger

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