CN211736444U - Positioning equipment for grouted rubble retaining wall - Google Patents
Positioning equipment for grouted rubble retaining wall Download PDFInfo
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- CN211736444U CN211736444U CN201922354886.0U CN201922354886U CN211736444U CN 211736444 U CN211736444 U CN 211736444U CN 201922354886 U CN201922354886 U CN 201922354886U CN 211736444 U CN211736444 U CN 211736444U
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Abstract
本实用新型提供了一种浆砌片石挡土墙的定位设备,包括:多道坡度控制装置,沿挡土墙的长度方向间隔设置,坡度控制装置包括支承梁和多根定位件,支承梁架设于挡土墙的地基的上方,定位件连接于地基和支承梁,多根定位件分别沿挡土墙的二边坡的宽度方向设置;上定位索,连接于相邻的两道坡度控制装置的位置对应的二定位件,上定位索沿挡土墙的顶部的边线设置;以及下定位索,连接于相邻的两道坡度控制装置的位置对应的二定位件,下定位索沿挡土墙的底部的边线设置。本实用新型解决了传统挡土墙的砌筑采用人工挂线、拉线方式不连续,且容易受外界干扰,使得挡土墙的坡面定位不准确,外观质量差问题。
The utility model provides a positioning device for a grout rubble retaining wall, comprising: a plurality of slope control devices, which are arranged at intervals along the length direction of the retaining wall; the slope control device comprises a supporting beam and a plurality of positioning pieces. Above the foundation of the retaining wall, the positioning member is connected to the foundation and the supporting beam, and a plurality of positioning members are respectively arranged along the width direction of the two side slopes of the retaining wall; the upper positioning cable is connected to two adjacent slope control devices The two positioning pieces corresponding to the positions of the upper positioning cables are arranged along the edge of the top of the retaining wall; The edge setting for the bottom of the wall. The utility model solves the problems that the traditional retaining wall masonry adopts manual method of hanging and pulling the wire, which is discontinuous and easy to be disturbed by the outside, resulting in inaccurate positioning of the slope surface of the retaining wall and poor appearance quality.
Description
技术领域technical field
本实用新型涉及建筑施工技术领域,具体涉及一种浆砌片石挡土墙的定位设备。The utility model relates to the technical field of building construction, in particular to a positioning device for a rubble stone retaining wall.
背景技术Background technique
在我国多岩山区,片石资源丰富,此地区地势变化大,用于支挡道路、地形的挡土墙也较多,尤其是高大的衡重式浆砌片石土挡墙便是一大特色。对于挡土墙的位置和挡土墙的两个坡面的定位的准确与否,既影响挡土墙的功能正常发挥作用,其次,挡土墙的边坡坡面平整度、坡面斜度的偏差也影响挡土墙的外观质量。传统挡土墙的砌筑采用人工挂线、拉线方式不连续,且容易受外界干扰,使得挡土墙的坡面定位不准确,外观质量差。In the rocky mountainous areas of my country, there are abundant schist resources. The terrain in this area changes greatly, and there are many retaining walls used to support roads and terrains. Whether the position of the retaining wall and the positioning of the two slopes of the retaining wall are accurate or not will affect the normal functioning of the retaining wall. Secondly, the slope flatness and slope of the retaining wall The deviation also affects the appearance quality of the retaining wall. The traditional retaining wall masonry adopts manual hanging and pulling methods which are discontinuous and easy to be disturbed by the outside world, which makes the slope positioning of the retaining wall inaccurate and the appearance quality is poor.
实用新型内容Utility model content
为克服现有技术所存在的缺陷,现提供一种浆砌片石挡土墙的定位设备,以解决传统挡土墙的砌筑采用人工挂线、拉线方式不连续,且容易受外界干扰,使得挡土墙的坡面定位不准确,外观质量差的问题。In order to overcome the defects of the prior art, a positioning device for masonry rubble retaining walls is provided, so as to solve the problem that the traditional retaining wall masonry adopts manual wire hanging and wire pulling methods, which are not continuous, and are easily disturbed by the outside world, so that The slope of the retaining wall is inaccurately positioned and the appearance quality is poor.
为实现上述目的,提供一种浆砌片石挡土墙的定位设备,包括:In order to achieve the above-mentioned purpose, a positioning device for a mortared rubble retaining wall is provided, including:
多道坡度控制装置,多道所述坡度控制装置沿所述挡土墙的长度方向间隔设置,所述坡度控制装置包括支承梁和多根定位件,所述支承梁架设于所述挡土墙的地基的上方,所述定位件连接于所述地基和所述支承梁,多根所述定位件分别沿所述挡土墙的二边坡的宽度方向设置;Multiple slope control devices, the multiple slope control devices are arranged at intervals along the length direction of the retaining wall, the slope control device includes a support beam and a plurality of positioning pieces, the support beam is erected on the retaining wall Above the foundation, the positioning piece is connected to the foundation and the support beam, and a plurality of the positioning pieces are respectively arranged along the width direction of the two side slopes of the retaining wall;
上定位索,连接于相邻的两道所述坡度控制装置的位置对应的二所述定位件,所述上定位索沿所述挡土墙的顶部的边线设置;以及an upper positioning cable connected to the two adjacent positioning members corresponding to the positions of the two adjacent slope control devices, and the upper positioning cable is arranged along the edge of the top of the retaining wall; and
下定位索,连接于相邻的两道所述坡度控制装置的位置对应的二所述定位件,所述下定位索沿所述挡土墙的底部的边线设置。The lower positioning cable is connected to the two adjacent positioning members corresponding to the positions of the two adjacent slope control devices, and the lower positioning cable is arranged along the edge of the bottom of the retaining wall.
进一步的,所述支承梁的两端设置有立柱,所述立柱的顶端支撑于所述支承梁的底部。Further, two ends of the support beam are provided with upright columns, and the top ends of the upright columns are supported on the bottom of the support beam.
进一步的,所述地基中埋设有预埋件,所述立柱安装于所述预埋件上。Further, a pre-embedded part is embedded in the foundation, and the column is installed on the pre-embedded part.
进一步的,所述预埋件的顶部设有第一水平板,所述立柱的底部设有第二水平板,所述第二水平板沿所述立柱的径向方向设置,所述第二水平板可拆卸地安装于所述第一水平板上。Further, the top of the embedded part is provided with a first horizontal plate, the bottom of the column is provided with a second horizontal plate, the second horizontal plate is arranged along the radial direction of the column, and the second horizontal plate is arranged along the radial direction of the column. A plate is detachably mounted on the first horizontal plate.
进一步的,所述定位件的上端位置可调地安装于所述支承梁。Further, the position of the upper end of the positioning member is adjustable on the support beam.
进一步的,所述定位件的上端可拆卸地连接有调节环,所述调节环的内壁上设有第一内螺纹,所述支承梁的外部设有与所述第一内螺纹相适配的第一外螺纹,所述调节环螺纹连接于所述支承梁。Further, the upper end of the positioning member is detachably connected with an adjustment ring, the inner wall of the adjustment ring is provided with a first internal thread, and the outside of the support beam is provided with a matching first internal thread. A first external thread, the adjusting ring is threadedly connected to the support beam.
进一步的,所述定位件包括:Further, the positioning member includes:
套管;以及casing; and
芯管,沿所述套管的轴向方向位置可调地插设于所述套管中。The core tube is inserted into the sleeve in a position-adjustable manner along the axial direction of the sleeve.
进一步的,所述套管设有第二内螺纹,所述芯管设有与所述第二内螺纹相适配的第二外螺纹,所述芯管螺纹连接于所述套管。Further, the sleeve is provided with a second internal thread, the core pipe is provided with a second external thread matched with the second internal thread, and the core pipe is threadedly connected to the sleeve.
本实用新型的有益效果在于,本实用新型的浆砌片石挡土墙的定位设备通过定位件示出边坡的坡度,再结合上定位索和下定位索示出一段挡土墙的边坡轮廓,进而直观地、精确地定位挡土墙,一方面,本实用新型的浆砌片石挡土墙的定位设备在挡土墙的施工过程中的扰动少、稳定性高,又方便快捷,减少人力投入,提高了挡土墙的施工效率和外观质量。The beneficial effect of the present utility model is that the positioning device of the present utility model shows the slope of the side slope through the positioning piece, and then combines the upper positioning cable and the lower positioning cable to display the slope profile of a section of the retaining wall. , and then intuitively and accurately locate the retaining wall. On the one hand, the positioning device for the slurry masonry retaining wall of the present invention has less disturbance and high stability during the construction of the retaining wall, and is convenient and quick, reducing manpower. The investment has improved the construction efficiency and appearance quality of the retaining wall.
附图说明Description of drawings
图1为本实用新型实施例的浆砌片石挡土墙的定位设备的结构示意图。FIG. 1 is a schematic structural diagram of a positioning device for a slurry masonry retaining wall according to an embodiment of the present invention.
图2为本实用新型实施例的浆砌片石挡土墙的定位设备使用状态示意图。Fig. 2 is a schematic diagram of the use state of the positioning equipment of the slurry masonry retaining wall according to the embodiment of the present invention.
图3为本实用新型实施例的浆砌片石挡土墙的定位设备的俯视图。FIG. 3 is a top view of a positioning device for a grout rubble retaining wall according to an embodiment of the present invention.
图4为本实用新型实施例的浆砌片石挡土墙的定位设备的侧视图。FIG. 4 is a side view of a positioning device for a grout rubble retaining wall according to an embodiment of the present invention.
具体实施方式Detailed ways
以下通过特定的具体实例说明本实用新型的实施方式,本领域技术人员可由本说明书所揭露的内容轻易地了解本实用新型的其他优点与功效。本实用新型还可以通过另外不同的具体实施方式加以实施或应用,本说明书中的各项细节也可以基于不同观点与应用,在没有背离本实用新型的精神下进行各种修饰或改变。The embodiments of the present invention are described below through specific specific examples, and those skilled in the art can easily understand other advantages and effects of the present invention from the contents disclosed in this specification. The present invention can also be implemented or applied through other different specific embodiments, and various details in this specification can also be modified or changed based on different viewpoints and applications without departing from the spirit of the present invention.
图1为本实用新型实施例的浆砌片石挡土墙的定位设备的结构示意图、图2为本实用新型实施例的浆砌片石挡土墙的定位设备使用状态示意图、图3为本实用新型实施例的浆砌片石挡土墙的定位设备的俯视图、图4为本实用新型实施例的浆砌片石挡土墙的定位设备的侧视图。Fig. 1 is a schematic diagram of the structure of the positioning equipment of the slurry masonry retaining wall according to the embodiment of the utility model, Fig. 2 is the schematic diagram of the use state of the positioning equipment of the slurry masonry retaining wall according to the embodiment of the utility model, and Fig. 3 is the utility model The top view of the positioning device for the slurry masonry retaining wall according to the embodiment, and FIG. 4 is a side view of the positioning device for the slurry masonry retaining wall according to the embodiment of the present invention.
参照图1至图4所示,本实用新型提供了一种浆砌片石挡土墙的定位设备,包括:多道坡度控制装置1、上定位索2和下定位索3。Referring to FIGS. 1 to 4 , the present invention provides a positioning device for a mortared rubble retaining wall, including: a multi-channel slope control device 1 , an
具体的,多道坡度控制装置1沿挡土墙4的长度方向间隔设置。坡度控制装置1包括支承梁11和多根定位件12。支承梁11架设于挡土墙4的地基5的上方。较佳的,支承梁11沿水平方向设置。定位件12连接于地基5和支承梁11。多根定位件12分别沿挡土墙4的二边坡的宽度方向设置。Specifically, the multiple slope control devices 1 are arranged at intervals along the length direction of the
上定位索2连接于相邻的两道坡度控制装置1的位置对应的二定位件12。上定位索2沿挡土墙4的顶部的边线设置。进一步的,上定位索沿挡土墙的当前砌筑高度的边线设置。较佳的,上定位索包括两道索体以加固定位。The
下定位索3连接于相邻的两道坡度控制装置1的位置对应的二定位件12。下定位索3沿挡土墙4的底部的边线设置。The
本实用新型的浆砌片石挡土墙的定位设备通过定位件示出边坡的坡度,再结合上定位索和下定位索示出一段挡土墙的边坡轮廓,进而直观地、精确地定位挡土墙,一方面,本实用新型的浆砌片石挡土墙的定位设备在挡土墙的施工过程中的扰动少、稳定性高,又方便快捷,减少人力投入,提高了挡土墙的施工效率和外观质量。The positioning device for the rubble stone retaining wall of the utility model shows the slope of the side slope through the positioning piece, and then combines the upper positioning cable and the lower positioning cable to show the side slope profile of a section of the retaining wall, so that the positioning can be intuitively and accurately positioned. Retaining wall, on the one hand, the positioning device of the utility model for the rubble stone retaining wall has less disturbance during the construction of the retaining wall, has high stability, is convenient and quick, reduces manpower input, and improves the performance of the retaining wall. Construction efficiency and appearance quality.
在本实施例中,坡度控制装置呈类似龙门架的结构形式。具体的,支承梁11的两端设置有立柱13。立柱13的顶端支撑于支承梁11的底部。In this embodiment, the gradient control device is in the form of a gantry-like structure. Specifically, the two ends of the
在挡土墙施工的地基5中埋设有预埋件51。立柱13安装于预埋件51上。Embedded
进一步的,为了提高周转使用率,立柱可拆卸地安装于预埋件上。具体的,立柱螺栓连接于预埋件。Further, in order to improve the turnover utilization rate, the column is detachably installed on the embedded part. Specifically, the upright bolts are connected to the embedded parts.
为了确保坡度控制装置的垂直状态,支承梁呈水平设置以及提高坡度控制装置的安装效率,预埋件51的顶部设有第一水平板511。第一水平板511沿水平方向设置。立柱13的底部设有第二水平板131。第二水平板131沿立柱13的径向方向设置。第二水平板131可拆卸地安装于第一水平板511上。In order to ensure the vertical state of the slope control device, the support beams are arranged horizontally and to improve the installation efficiency of the slope control device, the top of the embedded
作为一种较佳的实施方式,第二水平板131上开设有第一锁附孔,第一水平板511上开设有第二锁附孔。第一锁附孔和第二锁附孔中可拆卸地安装有紧固件。As a preferred embodiment, the second
在本实施例中,第一锁附孔和第二锁附孔均为螺纹孔,紧固件为紧固螺栓。紧固螺栓螺纹连接于第一锁附孔和第二锁附孔。因此,只要将本实施例的坡度控制装置架设后即可保证支承梁呈水平设置,方便快捷,始于现场施工。In this embodiment, the first locking hole and the second locking hole are both threaded holes, and the fasteners are fastening bolts. The fastening bolt is threadedly connected to the first locking hole and the second locking hole. Therefore, as long as the slope control device of this embodiment is erected, the supporting beam can be ensured to be horizontally arranged, which is convenient and quick, and starts from the on-site construction.
在本实施例中,支承梁的外壁上设有刻度线,以便计算定位件的倾斜度。进一步的,定位件12的上端位置可调地安装于支承梁11。In this embodiment, scale lines are provided on the outer wall of the support beam so as to calculate the inclination of the positioning member. Further, the position of the upper end of the positioning
具体的,定位件12的上端可拆卸地连接有调节环14。调节环14的内壁上设有第一内螺纹。支承梁11的外部设有与第一内螺纹相适配的第一外螺纹。调节环14螺纹连接于支承梁11。Specifically, an
在本实施例中,定位件12为定位杆。作为一种较佳的实施方式,定位杆的长度可调节。具体的,定位杆包括:套管和芯管。芯管沿套管的轴向方向位置可调地插设于套管中。套管设有第二内螺纹。芯管设有与第二内螺纹相适配的第二外螺纹。芯管螺纹连接于套管。In this embodiment, the positioning
在一些实施例中,定位件为定位索或定位线。In some embodiments, the positioning member is a positioning cable or a positioning wire.
本实用新型提供一种挡土墙的定位方法,包括以下步骤。The utility model provides a positioning method for a retaining wall, which comprises the following steps.
S1、将多根支承梁11分别架设于挡土墙4的地基5的上方,使得多根支承梁11沿挡土墙4的长度方向间隔设置。S1 , the plurality of supporting
通过立柱将支承梁架设于地基的上方,使得支承梁沿挡土墙的宽度方向设置。并且,多根支承梁沿挡土墙的长度方向间隔设置,即,多根支承梁沿挡土墙的走向间隔分布。The supporting beams are erected above the foundation through the uprights, so that the supporting beams are arranged along the width direction of the retaining wall. In addition, the plurality of support beams are arranged at intervals along the longitudinal direction of the retaining wall, that is, the plurality of support beams are distributed at intervals along the direction of the retaining wall.
S2、根据挡土墙4的边坡的设计坡度,将多根定位件12分别沿挡土墙4的两层的边坡的宽度方向设置,并将多根定位件12连接于地基5和支承梁11以形成坡度控制装置1。S2. According to the design slope of the side slope of the
根据挡土墙的边坡的设计坡度,计算定位件的上端距离所述定位件的相应侧的立柱的第一距离、定位件的下端距离所述定位件的相应侧的立柱的第二距离。Calculate the first distance between the upper end of the positioning member and the column on the corresponding side of the positioning member and the second distance between the lower end of the positioning member and the column on the corresponding side of the positioning member according to the design slope of the side slope of the retaining wall.
根据第一距离,基于支承梁上的刻度线,调整调节环在支承梁上的位置,使得调节环距离所述定位件的相应侧的立柱的距离等于第一距离。According to the first distance, based on the graduation line on the support beam, the position of the adjustment ring on the support beam is adjusted so that the distance of the adjustment ring from the column on the corresponding side of the positioning member is equal to the first distance.
在本实施例中,在调节环的位置调整后,将定位件的上端可拆卸地连接于调节环,将定位件的下端设置于距离它相应侧的立柱的第二距离,并将定位件锚固于地基中,使得定位件沿挡土墙的边坡的宽度方向设置。In this embodiment, after the position of the adjustment ring is adjusted, the upper end of the positioning member is detachably connected to the adjustment ring, the lower end of the positioning member is set at a second distance from the column on the corresponding side of the positioning member, and the positioning member is anchored In the foundation, the positioning pieces are arranged along the width direction of the slope of the retaining wall.
S3、将上定位索2沿挡土墙4的顶部的边线设置并连接于相邻的两道坡度控制装置1的位置对应的二定位件12。S3. Set the
在本实施例中,上定位索和下定位索采用钢丝绳,其具有一定的刚性,避免产生较大的形变,进而确保挡土墙的边坡的定位精准。In this embodiment, the upper positioning cable and the lower positioning cable are steel wire ropes, which have a certain rigidity to avoid large deformation, thereby ensuring accurate positioning of the slope of the retaining wall.
将上定位索2(上定位索为钢丝绳或线)沿挡土墙4的顶部的边线设置,并将上定位索的两端分别连接于相邻的两道坡度控制装置1的位置对应的二定位件12。The upper positioning cable 2 (the upper positioning cable is a steel wire rope or wire) is arranged along the edge line of the top of the
S4、将下定位索3沿挡土墙4的底部的边线设置并连接于相邻的两道坡度控制装置1的位置对应的二定位件12以显示出挡土墙4的边坡轮廓。S4. Set the
将下定位索3(下定位索为钢丝绳或线)沿挡土墙4的底部的边线设置,并将下定位索的两端分别连接于相邻的两道坡度控制装置1的位置对应的二定位件12。The lower locating cable 3 (the lower locating cable is a steel wire rope or line) is arranged along the edge line of the bottom of the
通过定位件、上定位索和下定位索示出挡土墙的边坡的轮廓,进而进行挡土墙的后续浇筑施工。The contour of the slope of the retaining wall is shown by the positioning piece, the upper positioning cable and the lower positioning cable, and then the subsequent pouring construction of the retaining wall is carried out.
需要说明的是,本说明书所附图式所绘示的结构、比例、大小等,均仅用以配合说明书所揭示的内容,以供熟悉此技术的人士了解与阅读,并非用以限定本实用新型可实施的限定条件,故不具技术上的实质意义,任何结构的修饰、比例关系的改变或大小的调整,在不影响本实用新型所能产生的功效及所能达成的目的下,均应仍落在本实用新型所揭示的技术内容得能涵盖的范围内。同时,本说明书中所引用的如“上”、“下”、“左”、“右”、“中间”及“一”等的用语,亦仅为便于叙述的明了,而非用以限定本实用新型可实施的范围,其相对关系的改变或调整,在无实质变更技术内容下,当亦视为本实用新型可实施的范畴。It should be noted that the structures, proportions, sizes, etc. shown in the drawings attached in this specification are only used to cooperate with the contents disclosed in the specification, so as to be understood and read by those who are familiar with the technology, and are not used to limit the practical application of the present invention. The limited conditions that the new model can be implemented have no technical significance. Any modification of the structure, change of the proportional relationship or adjustment of the size should not affect the effect that the utility model can produce and the purpose that can be achieved. It still falls within the scope that the technical content disclosed in the present invention can cover. At the same time, the terms such as "up", "down", "left", "right", "middle" and "one" quoted in this specification are only for the convenience of description and clarity, and are not used to limit this specification. The applicable scope of the utility model and the change or adjustment of its relative relationship shall be regarded as the applicable scope of the present utility model without substantially changing the technical content.
以上结合附图实施例对本实用新型进行了详细说明,本领域中普通技术人员可根据上述说明对本实用新型做出种种变化例。因而,实施例中的某些细节不应构成对本实用新型的限定,本实用新型将以所附权利要求书界定的范围作为保护范围。The present invention has been described in detail above with reference to the embodiments of the accompanying drawings, and those of ordinary skill in the art can make various modifications to the present invention according to the above description. Therefore, some details in the embodiments should not be construed to limit the present invention, and the present invention will take the scope defined by the appended claims as the protection scope.
Claims (8)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922354886.0U CN211736444U (en) | 2019-12-20 | 2019-12-20 | Positioning equipment for grouted rubble retaining wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922354886.0U CN211736444U (en) | 2019-12-20 | 2019-12-20 | Positioning equipment for grouted rubble retaining wall |
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| CN211736444U true CN211736444U (en) | 2020-10-23 |
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| CN201922354886.0U Expired - Fee Related CN211736444U (en) | 2019-12-20 | 2019-12-20 | Positioning equipment for grouted rubble retaining wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042551A (en) * | 2019-12-20 | 2020-04-21 | 中国建筑第八工程局有限公司 | Retaining wall positioning profile equipment and retaining wall positioning method |
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2019
- 2019-12-20 CN CN201922354886.0U patent/CN211736444U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042551A (en) * | 2019-12-20 | 2020-04-21 | 中国建筑第八工程局有限公司 | Retaining wall positioning profile equipment and retaining wall positioning method |
| CN111042551B (en) * | 2019-12-20 | 2024-12-13 | 中国建筑第八工程局有限公司 | Retaining wall positioning and outline display equipment and retaining wall positioning method |
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