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CN107916675B - An equipment prefabricated foundation positioning device and its use method - Google Patents

An equipment prefabricated foundation positioning device and its use method Download PDF

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Publication number
CN107916675B
CN107916675B CN201711241943.3A CN201711241943A CN107916675B CN 107916675 B CN107916675 B CN 107916675B CN 201711241943 A CN201711241943 A CN 201711241943A CN 107916675 B CN107916675 B CN 107916675B
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positioning
prefabricated
equipment
foundation
baffle
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CN107916675A (en
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周林涛
柴明
罗琼
陈德秋
黄亚坤
文钰
曾征
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State Grid Corp of China SGCC
Xianning Power Supply Co of State Grid Hubei Electric Power Co Ltd
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State Grid Corp of China SGCC
Xianning Power Supply Co of State Grid Hubei Electric Power Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/44Foundations for machines, engines or ordnance

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
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  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The invention relates to a device for positioning a prefabricated foundation of a device and a use method thereof, wherein the device for positioning the prefabricated foundation of the device comprises a bolt, four positioning piles, a prefabricated direction positioner and a base of the prefabricated foundation of the device; the outer side surface of each positioning pile is provided with an annular notch; the prefabricated direction positioner comprises a rotating part, four fixing rods and four positioning rods, and a round hole is formed in the center of the rotating part; each fixed rod and each positioning rod are alternately arranged on the outer side surface of the rotating part; the rotating part is rotationally connected with the bolt through a round hole; an inner notch is formed in one end part of the fixed rod, which is far away from the rotating part, and the inner notch can be clamped in the annular notch; one end part of the positioning rod, which is far away from the rotating part, is vertically provided with a positioning hole and a mounting pin which can pass through the positioning hole; the equipment prefabricated foundation base is internally provided with a plurality of mounting holes, the mounting holes are respectively sleeved on the mounting pins to fix the equipment prefabricated foundation base, and the equipment prefabricated foundation can be sleeved in the equipment prefabricated foundation base.

Description

一种设备预制基础定位装置及其使用方法An equipment prefabricated foundation positioning device and its use method

技术领域technical field

本发明涉及一种设备预制基础定位装置及其使用方法,属于建筑施工技术领域。The invention relates to an equipment prefabricated foundation positioning device and a using method thereof, belonging to the technical field of building construction.

背景技术Background technique

2016年国网公司在电网建设领域提出十项创新试点项目,其中模块化变电站是变电站建设的一种创新模式,从设计到建设阶段将全过程遵循“标准化设计、工厂化加工、装配式建设”的管理理念。目前装配式房屋、围墙、排水沟、检查井、雨水口、电缆沟盖板、压顶等预制件技术已成熟。但预制设备预制基础确很少有应用,究其原因,设备预制基础自重大,到现场就位、调平很困难。In 2016, the State Grid Corporation proposed ten innovative pilot projects in the field of power grid construction. Among them, modular substation is an innovative mode of substation construction. From design to construction, the whole process will follow "standardized design, factory processing, and assembly construction". management philosophy. At present, prefabricated parts such as prefabricated houses, walls, drainage ditches, inspection wells, rainwater outlets, cable trench covers, and roofing have matured. However, the prefabricated foundation of prefabricated equipment is rarely used. The reason is that the prefabricated foundation of equipment is self-heavy, and it is difficult to place and level it on site.

发明内容Contents of the invention

为了解决上述现有技术中存在的问题,本发明提供一种设备预制基础定位装置,能够预先准备设备预制基础的现场就位调平问题,且可以重复使用。In order to solve the above-mentioned problems in the prior art, the present invention provides a device prefabricated foundation positioning device, which can prepare in advance the on-site leveling of the equipment prefabricated foundation, and can be used repeatedly.

本发明的技术方案如下:Technical scheme of the present invention is as follows:

一种设备预制基础定位装置,包括插销、四个定位桩、预制方向定位器和设备预制基础底座;各所述定位桩以所述插销为圆心布置在所述插销四周,两相邻所述定位桩形成的圆心角为90°,所述定位桩的外侧面开设有环形槽口;所述预制方向定位器包括转动部、四个固定杆和四个定位杆,所述转动部中心处开设有贯穿所述转动部上下端面的圆孔;各所述固定杆与各所述定位杆呈“米”字型交替水平排列在所述转动部的外侧面上;所述转动部通过所述圆孔与所述插销转动连接;所述固定杆远离所述转动部的一端部在水平方向上设置有内凹口,所述内凹口可卡接于所述环形槽口内;所述定位杆远离所述转动部的一端部竖直开设有定位孔,还设置有可穿过所述定位孔的安装销;所述设备预制基础底座为方形槽框,其内部用于浇筑混凝土,且四角端部开设有安装孔,将各所述安装孔分别套设在穿过所述定位孔后的各所述安装销上,从而将所述设备预制基础底座固定,设备预制基础可套设在所述设备预制基础底座内。An equipment prefabricated foundation positioning device, including a bolt, four positioning piles, a prefabricated direction locator and a prefabricated equipment foundation base; each of the positioning piles is arranged around the bolt with the bolt as the center of a circle, and two adjacent positioning piles The central angle formed by the pile is 90°, and the outer surface of the positioning pile is provided with an annular notch; the prefabricated direction locator includes a rotating part, four fixing rods and four positioning rods, and the center of the rotating part is provided with a The circular holes that run through the upper and lower end surfaces of the rotating part; the fixing rods and the positioning rods are arranged alternately and horizontally in the shape of a "meter" on the outer surface of the rotating part; the rotating parts pass through the circular holes It is rotatably connected with the latch; the end of the fixed rod away from the rotating part is provided with an inner notch in the horizontal direction, and the inner notch can be snapped into the annular notch; the positioning rod is far away from the One end of the rotating part is vertically provided with a positioning hole, and a mounting pin that can pass through the positioning hole is also provided; the prefabricated foundation base of the equipment is a square frame, the inside of which is used for pouring concrete, and the four corners are opened. There are installation holes, and each of the installation holes is respectively set on each of the installation pins passing through the positioning holes, so as to fix the base of the prefabricated equipment, and the prefabricated equipment can be set on the prefabricated equipment in the foundation base.

进一步的,所述设备预制基础底座由四个接头和复数个挡板组成;所述接头为直角方管,所述安装孔设置于所述接头的直角部,所述接头通过所述安装孔与所述安装销转动连接;所述挡板的两端均可套设入所述接头的两直边部内;所述挡板两端部开设有第一销孔,所述接头两直角部侧壁上开设有与所述第一销孔匹配的第二销孔,通过螺栓穿过所述第一销孔和所述第二销孔后旋上螺母可将所述挡板固定于所述接头内。Further, the prefabricated base of the equipment is composed of four joints and a plurality of baffles; the joints are right-angled square tubes, the installation holes are set at the right angles of the joints, and the joints are connected to the joints through the installation holes. The mounting pins are rotatably connected; both ends of the baffle can be sleeved into the two straight sides of the joint; the two ends of the baffle are provided with first pin holes, and the side walls of the two right-angled parts of the joint A second pin hole matching the first pin hole is opened on the top, and the baffle plate can be fixed in the joint by screwing on a nut after the bolt passes through the first pin hole and the second pin hole .

进一步的,所述定位杆包括套管与螺纹杆;所述套管的一端固定于所述转动部上,其内侧壁上设有内螺纹;所述定位孔开设于所述螺纹杆的另一端部;所述螺纹杆的一端部外壁上设有外螺纹,其可套设入所述套管并与所述套管螺纹连接。Further, the positioning rod includes a sleeve and a threaded rod; one end of the sleeve is fixed on the rotating part, and an internal thread is provided on the inner side wall; the positioning hole is opened at the other end of the threaded rod part; the outer wall of one end of the threaded rod is provided with an external thread, which can be inserted into the sleeve and threadedly connected with the sleeve.

进一步的,所述挡板包括左挡板、复数个连接板和右挡板;所述第一销孔分别设于左挡板和右挡板上;所述连接板具有不同的长度尺寸;所述左挡板、所述连接板和所述右挡板上均设置有锁扣装置,所述左挡板、复数个所述连接板和所述右挡板可通过锁扣装置依次拼接成一体。Further, the baffle includes a left baffle, a plurality of connecting plates and a right baffle; the first pin holes are respectively provided on the left baffle and the right baffle; the connecting plates have different lengths; the The left baffle, the connecting plate and the right baffle are all provided with a locking device, and the left baffle, the plurality of connecting plates and the right baffle can be sequentially spliced into one body through the locking device .

进一步的,所述锁扣装置包括外凸的公扣和内凹的母扣;所述左挡板的一端设有所述公扣,所述连接板的两端分别设有所述公扣和所述母扣,所述右挡板的一端设有所述母扣。Further, the locking device includes a male buckle that is convex and a female buckle that is concave; one end of the left baffle is provided with the male buckle, and the two ends of the connecting plate are respectively provided with the male buckle and the female buckle. As for the female buckle, one end of the right baffle is provided with the female buckle.

进一步的,所述左挡板设有所述公扣的一端面为阶梯面;所述连接板的设有所述公扣和所述母扣的两端面均为阶梯面;所述右挡板设有所述母扣的一端面为阶梯面。Further, one end surface of the left baffle provided with the male buckle is a stepped surface; both ends of the connecting plate provided with the male buckle and the female buckle are stepped surfaces; the right baffle One end face provided with the female buckle is a stepped face.

本发明还涉及一种设备预制基础定位装置的使用方法,包括以下步骤:The present invention also relates to a method for using an equipment prefabricated foundation positioning device, comprising the following steps:

步骤一:基坑开挖;根据设备预制基础的大小挖出基坑;Step 1: Excavation of the foundation pit; excavate the foundation pit according to the size of the prefabricated foundation of the equipment;

步骤二:基础中心定位;以设备预制基础轴线为基准,分别在交叉处和延长方向上通过吊锤在坑底定出基础中心位置O点及四个方向点位,在O点钉入所述插销,在四个方向点位固定所述定位桩;Step 2: Position the foundation center; take the equipment prefabricated foundation axis as the reference, set the foundation center position O point and the four direction points at the bottom of the pit with the pendant hammer at the intersection and extension direction respectively, and nail the O point at the O point. The latch is used to fix the positioning pile at points in four directions;

步骤三:调整预制方向定位器;根据设备预制基础的对角线长度分别确定所述定位杆的长度;转动所述螺纹杆使各所述定位杆长度接近确定长度,且使所述定位孔处于垂直朝向;Step 3: Adjust the prefabricated direction locator; determine the length of the positioning rods according to the diagonal length of the equipment prefabricated foundation; turn the threaded rod to make the length of each positioning rod close to the determined length, and make the positioning holes in the vertical orientation;

步骤四:方向定位;将所述转动部的圆孔对准插销穿孔插入,转动所述转动部,使四个所述固定杆的内凹口卡入各所述定位桩的环形槽口内,然后将四个安装销自各所述定位孔钉入基坑底,然后取出插销、预制方向定位器和各个定位桩;Step 4: Orientation positioning; align the round hole of the rotating part with the bolt and insert it into the hole, rotate the rotating part so that the inner notches of the four fixing rods are snapped into the annular notches of each of the positioning piles, and then Nail the four installation pins into the bottom of the foundation pit from each of the positioning holes, and then take out the pins, prefabricated direction locators and each positioning pile;

步骤五:安装设备预制基础底座;取出插销、预制方向定位器和各个定位桩后,基坑底只留下各安装销,将各所述接头上的安装孔对准所述安装销后穿孔插入放置于基坑底,再将各所述左挡板和各所述右挡板分别套入各所述接头内并通过螺栓穿过所述第一销孔和所述第二销孔后旋上螺母将各所述左挡板和各所述右挡板固定;同边的所述左挡板和所述右挡板通过锁扣装置和复数个不同尺寸的所述连接板拼接成一体,再将螺母套在各所述安装销上并旋紧,使各所述接头固定;Step 5: Install the prefabricated foundation base of the equipment; after taking out the pins, prefabricated direction locators and each positioning pile, only the installation pins are left at the bottom of the foundation pit, align the installation holes on the joints with the installation pins and insert them placed at the bottom of the foundation pit, and then each of the left baffles and each of the right baffles are respectively inserted into each of the joints and bolted through the first pin hole and the second pin hole and then screwed on Nuts fix each of the left baffles and each of the right baffles; the left baffles and the right baffles on the same side are spliced into one body through a locking device and a plurality of connecting plates of different sizes, and then Set the nuts on each of the mounting pins and tighten them to fix each of the joints;

步骤六:浇筑混凝土垫层;通过标高测量,定出基础底面垫层的顶部标高,通过红外线仪在所述设备预制基础底座扫描出垫层的上部标高线,然后在所述设备预制基础底座内浇筑C15混凝土至标高线并整平表面得到混凝土垫层;Step 6: Pour the concrete cushion; determine the top elevation of the cushion on the bottom surface of the foundation by measuring the elevation, and scan the upper elevation line of the cushion on the prefabricated foundation base of the equipment through an infrared device, and then place it in the prefabricated foundation base of the equipment Pour C15 concrete to the elevation line and level the surface to obtain a concrete cushion;

步骤七:吊装设备预制基础;待混凝土垫层凝固后,对混凝土垫层表面进行砂浆找平;然后将设备预制基础吊装至所述设备预制基础底座上方,然后将设备预制基础的下端卡入所述设备预制基础底座内,且垫在混凝土垫层上;最后拆卸并取出所述设备预制基础底座和所述安装销。Step 7: Hoist the prefabricated foundation of the equipment; after the concrete cushion is solidified, level the surface of the concrete cushion with mortar; then hoist the prefabricated foundation of the equipment above the prefabricated foundation base of the equipment, and then snap the lower end of the prefabricated foundation of the equipment into the The equipment is placed in the prefabricated foundation base and placed on the concrete pad; finally, the equipment prefabricated foundation base and the installation pins are disassembled and taken out.

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

1、通过预制方向定位器定出精确的设备预制基础底座安装位置,得到精确的混凝土垫层,安装设备预制基础只需将设备预制基础卡入设备预制基础底座内放置在混凝土垫层上即可,步骤简单,解决设备预制基础现场就位和调平的问题。1. Determine the precise installation position of the equipment prefabricated foundation base through the prefabricated direction locator, and obtain an accurate concrete cushion. To install the equipment prefabricated foundation, you only need to snap the equipment prefabricated foundation into the equipment prefabricated foundation base and place it on the concrete cushion. , the steps are simple, and the problem of on-site positioning and leveling of the prefabricated foundation of the equipment is solved.

2、本设备预制基础定位器中的插销、预制方向定位器和设备预制基础底座在设备预制基础安装完成后,都可以取出再次使用,节省了成本。2. The pins, prefabricated direction locator and equipment prefabricated foundation base in the prefabricated foundation locator of this equipment can be taken out and used again after the equipment prefabricated foundation is installed, which saves costs.

3、设置有可改变长度的定位杆和可拼接的挡板,适用于各种不同尺寸的设备预制基础。3. It is equipped with a variable length positioning rod and a splicable baffle, which is suitable for various sizes of equipment prefabricated foundations.

附图说明Description of drawings

图1为本发明安装完成示意图;Fig. 1 is the schematic diagram of the installation of the present invention;

图2为插销及定位桩定位后的基坑立面图;Fig. 2 is the elevation of the foundation pit after the positioning of the bolt and the positioning pile;

图3为插销及定位桩的结构示意图;Fig. 3 is the structural representation of latch and positioning pile;

图4为预制方向定位器的结构示意图;Fig. 4 is the structural representation of prefabricated direction locator;

图5为内凹口与环形槽口卡接后的结构示意图;Fig. 5 is a schematic diagram of the structure after the inner notch and the annular notch are clamped;

图6为定位杆的结构示意图;Fig. 6 is the structural representation of positioning bar;

图7为设备预制基础底座结构示意图;Figure 7 is a schematic diagram of the structure of the prefabricated foundation base of the equipment;

图8为接头的结构示意图;Fig. 8 is the structural representation of joint;

图9为挡板的结构示意图;Figure 9 is a schematic structural view of the baffle;

图10为挡板的爆炸图;Figure 10 is an exploded view of the baffle;

图11为右挡板阶梯面处的结构示意图;Fig. 11 is a structural schematic diagram at the stepped surface of the right baffle;

图12为连接板的结构示意图;Fig. 12 is the structural representation of connection board;

图13为预制设备基础底座安装完成后的基坑立面图。Fig. 13 is an elevation view of the foundation pit after the foundation base of the prefabricated equipment is installed.

图中附图标记表示为:The reference signs in the figure represent:

1、插销;10、设备预制基础;11、定位桩;111、环形槽口;2、方向定位器;21、转动部;211、圆孔;22、固定杆;221、内凹口;23、定位杆;230、定位孔;231、套管;232、螺纹杆;24、安装销;3、设备预制基础底座;30、安装孔;31、接头;311、第二销孔;32、挡板;320、第一销孔;321、左挡板;322、连接板;323、右挡板;41、公扣;42、母扣;5、基坑;6、混凝土垫层。1. Pin; 10. Equipment prefabricated foundation; 11. Positioning pile; 111. Annular notch; 2. Direction locator; 21. Rotating part; 211. Round hole; 22. Fixed rod; 221. Inner notch; 23. Positioning rod; 230, positioning hole; 231, casing; 232, threaded rod; 24, mounting pin; 3, equipment prefabricated foundation base; 30, mounting hole; 31, joint; 311, second pin hole; 32, baffle plate 320, the first pin hole; 321, the left baffle; 322, the connecting plate; 323, the right baffle; 41, the male button; 42, the female button; 5, the foundation pit; 6, the concrete cushion.

具体实施方式Detailed ways

下面结合附图和具体实施例来对本发明进行详细的说明。The present invention will be described in detail below in conjunction with the accompanying drawings and specific embodiments.

参见图1至图13,一种设备预制基础定位装置,包括插销1、四个定位桩11、预制方向定位器2和设备预制基础底座3;各所述定位桩11以所述插销1为圆心布置在所述插销1四周,两相邻所述定位桩11形成的圆心角为90°,所述定位桩11的外侧面开设有环形槽口111;所述预制方向定位器2包括转动部21、四个固定杆22和四个定位杆23,所述转动部21中心处开设有贯穿所述转动部21上下端面的圆孔211;各所述固定杆22与各所述定位杆23呈“米”字型交替水平排列在所述转动部21的外侧面上;所述转动部21通过所述圆孔211与所述插销1转动连接;所述固定杆22远离所述转动部21的一端部在水平方向上设置有内凹口221,所述内凹口221可卡接于所述环形槽口111内;所述定位杆23远离所述转动部21的一端部竖直开设有定位孔230,还设置有可穿过所述定位孔230的安装销24;所述设备预制基础底座3为方形槽框,其内部用于浇筑混凝土,且四角端部开设有安装孔30,将各所述安装孔30分别套设在穿过所述定位孔230后的各所述安装销24上,从而将所述设备预制基础底座3固定,设备预制基础10可套设在所述设备预制基础底座3内。Referring to Fig. 1 to Fig. 13, an equipment prefabricated foundation positioning device includes a bolt 1, four positioning piles 11, a prefabricated direction locator 2 and an equipment prefabricated foundation base 3; each of the positioning piles 11 takes the bolt 1 as the center of circle Arranged around the bolt 1, the central angle formed by two adjacent positioning piles 11 is 90°, and the outer surface of the positioning piles 11 is provided with an annular notch 111; the prefabricated direction locator 2 includes a rotating part 21 , four fixed rods 22 and four positioning rods 23, the center of the rotating part 21 is provided with a circular hole 211 that runs through the upper and lower end faces of the rotating part 21; The "m" shape is alternately arranged horizontally on the outer surface of the rotating part 21; the rotating part 21 is rotatably connected to the latch 1 through the round hole 211; The inner notch 221 is arranged on the horizontal direction, and the inner notch 221 can be snapped into the annular notch 111; the end of the positioning rod 23 away from the rotating part 21 is vertically provided with a positioning hole. 230, is also provided with a mounting pin 24 that can pass through the positioning hole 230; the prefabricated foundation base 3 of the equipment is a square box frame, the inside of which is used for pouring concrete, and the four corner ends are provided with mounting holes 30, and each of the The installation holes 30 are set respectively on the installation pins 24 passing through the positioning holes 230, so as to fix the prefabricated equipment foundation base 3, and the equipment prefabricated foundation 10 can be sleeved on the equipment prefabricated foundation base within 3.

进一步的,所述设备预制基础底座3由四个接头31和复数个挡板32组成;所述接头31为直角方管,所述安装孔30设置于所述接头31的直角部,所述接头31通过所述安装孔30与所述安装销24转动连接;所述挡板32的两端均可套设入所述接头31的两直边部内;所述挡板32两端部开设有第一销孔320,所述接头31两直角部侧壁上开设有与所述第一销孔320匹配的第二销孔311,通过螺栓穿过所述第一销孔320和所述第二销孔311后旋上螺母可将所述挡板32固定于所述接头31内。Further, the prefabricated foundation base 3 of the equipment is composed of four joints 31 and a plurality of baffles 32; the joints 31 are right-angled square pipes, and the installation holes 30 are arranged at the right-angle parts of the joints 31, and the joints 31 is rotationally connected with the installation pin 24 through the installation hole 30; both ends of the baffle 32 can be sleeved into the two straight sides of the joint 31; A pin hole 320, a second pin hole 311 matching the first pin hole 320 is opened on the side walls of the two right-angle parts of the joint 31, and a bolt passes through the first pin hole 320 and the second pin A nut is screwed on the hole 311 to fix the baffle 32 in the joint 31 .

进一步的,所述定位杆23包括套管231与螺纹杆232;所述套管231的一端固定于所述转动部21上,其内侧壁上设有内螺纹;所述定位孔230开设于所述螺纹杆232的另一端部;所述螺纹杆232的一端部外壁上设有外螺纹,其可套设入所述套管231并与所述套管231螺纹连接。Further, the positioning rod 23 includes a sleeve 231 and a threaded rod 232; one end of the sleeve 231 is fixed on the rotating part 21, and an internal thread is provided on its inner side wall; the positioning hole 230 is set in the The other end of the threaded rod 232; the outer wall of one end of the threaded rod 232 is provided with an external thread, which can be sleeved into the sleeve 231 and threaded with the sleeve 231.

进一步的,所述挡板32包括左挡板321、复数个连接板322和右挡板323;所述第一销孔320分别设于左挡板321和右挡板323上;所述连接板322具有不同的长度尺寸;所述左挡板321、所述连接板322和所述右挡板323上均设置有锁扣装置,所述左挡板321、复数个所述连接板322和所述右挡板323可通过锁扣装置依次拼接成一体。Further, the baffle plate 32 includes a left baffle plate 321, a plurality of connecting plates 322 and a right baffle plate 323; the first pin holes 320 are respectively arranged on the left baffle plate 321 and the right baffle plate 323; the connecting plate 322 have different lengths; the left baffle 321, the connecting plate 322 and the right baffle 323 are all provided with locking devices, the left baffle 321, the plurality of connecting plates 322 and the The right baffle 323 can be sequentially spliced into one body through a locking device.

进一步的,所述锁扣装置包括外凸的公扣41和内凹的母扣42;所述左挡板321的一端设有所述公扣41,所述连接板322的两端分别设有所述公扣41和所述母扣42,所述右挡板323的一端设有所述母扣42。Further, the locking device includes a male buckle 41 which is protruding and a female buckle 42 which is concave; The male buckle 41 and the female buckle 42 are provided with the female buckle 42 at one end of the right baffle 323 .

进一步的,所述左挡板321设有所述公扣41的一端面为阶梯面;所述连接板322的设有所述公扣41和所述母扣42的两端面均为阶梯面;所述右挡板323设有所述母扣42的一端面为阶梯面,阶梯面能够有效防止灌混凝土时造成泄露。Further, one end surface of the left baffle 321 provided with the male buckle 41 is a stepped surface; both ends of the connecting plate 322 provided with the male buckle 41 and the female buckle 42 are stepped surfaces; One end surface of the right baffle 323 provided with the box snap 42 is a stepped surface, and the stepped surface can effectively prevent leakage during concrete pouring.

本发明还涉及一种设备预制基础定位装置的使用方法,包括以下步骤:The present invention also relates to a method for using an equipment prefabricated foundation positioning device, comprising the following steps:

步骤一:基坑5开挖;根据设备预制基础10的大小挖出基坑5;Step 1: Excavating the foundation pit 5; digging out the foundation pit 5 according to the size of the equipment prefabricated foundation 10;

步骤二:基础中心定位;以设备预制基础10轴线为基准,分别在交叉处和延长方向上通过吊锤在坑底定出基础中心位置O点及四个方向点位,在O点钉入所述插销1,在四个方向点位固定所述定位桩11;Step 2: Position the foundation center; take the 10-axis axis of the prefabricated foundation as the reference, and use the hanging hammer to determine the foundation center position O and the four directions at the bottom of the pit at the intersection and extension direction respectively, and nail all the points at O. The latch 1 is used to fix the positioning pile 11 at points in four directions;

步骤三:调整预制方向定位器2;根据设备预制基础10的对角线长度分别确定所述定位杆23的长度;转动所述螺纹杆232使各所述定位杆23长度接近确定长度,且使所述定位孔230处于垂直朝向;Step 3: adjust the prefabricated direction locator 2; respectively determine the lengths of the positioning rods 23 according to the diagonal length of the equipment prefabricated foundation 10; The positioning hole 230 is in a vertical orientation;

步骤四:方向定位;将所述转动部21的圆孔211对准插销1穿孔插入,转动所述转动部21,使四个所述固定杆22的内凹口221卡入各所述定位桩11的环形槽口111内,然后将四个安装销24自各所述定位孔230钉入基坑5底,然后取出插销1、预制方向定位器2和各个定位桩11;Step 4: Direction positioning; align the round hole 211 of the rotating part 21 with the bolt 1 and insert it into the hole, and rotate the rotating part 21 so that the inner notches 221 of the four fixing rods 22 snap into each of the positioning piles 11 in the annular notch 111, then four mounting pins 24 are nailed into the bottom of the foundation pit 5 from each of the positioning holes 230, and then the latch 1, the prefabricated direction locator 2 and each positioning pile 11 are taken out;

步骤五:安装设备预制基础底座3;取出插销1、预制方向定位器2和各个定位桩11后,基坑5底只留下各安装销24,将各所述接头31上的安装孔30对准所述安装销24后穿孔插入放置于基坑5底,再将各所述左挡板321和各所述右挡板323分别套入各所述接头31内并通过螺栓穿过所述第一销孔320和所述第二销孔311后旋上螺母将各所述左挡板321和各所述右挡板323固定;同边的所述左挡板321和所述右挡板323通过锁扣装置和复数个不同尺寸的所述连接板322拼接成一体,再将螺母套在各所述安装销24上并旋紧,使各所述接头31固定;Step 5: Install the prefabricated foundation base 3 of the equipment; after taking out the bolt 1, the prefabricated direction locator 2 and each positioning pile 11, only the installation pins 24 are left at the bottom of the foundation pit 5, and the installation holes 30 on the joints 31 are paired After aligning the mounting pins 24, they are perforated and placed at the bottom of the foundation pit 5, and then each of the left baffles 321 and each of the right baffles 323 are respectively inserted into the joints 31 and passed through the first baffles by bolts. A pin hole 320 and the second pin hole 311 are screwed with nuts to fix each of the left baffle 321 and each of the right baffle 323; the same side of the left baffle 321 and the right baffle 323 Splicing together a plurality of connecting plates 322 of different sizes through the locking device, and then putting nuts on each of the mounting pins 24 and tightening, so that each of the joints 31 is fixed;

步骤六:浇筑混凝土垫层6;通过标高测量,定出基础底面垫层的顶部标高,通过红外线仪在所述设备预制基础底座3扫描出垫层的上部标高线,然后在所述设备预制基础底座3内浇筑C15混凝土至标高线并整平表面得到混凝土垫层6;Step 6: pouring the concrete cushion 6; determine the top elevation of the foundation bottom surface cushion through elevation measurement, scan the upper elevation line of the cushion on the prefabricated foundation base 3 of the equipment through the infrared instrument, and then prefabricate the foundation on the equipment Pour C15 concrete into the base 3 to the elevation line and level the surface to obtain a concrete cushion 6;

步骤七:吊装设备预制基础10;待混凝土垫层6凝固后,对混凝土垫层6表面进行砂浆找平;然后将设备预制基础10吊装至所述设备预制基础底座3上方,然后将设备预制基础10的下端卡入所述设备预制基础底座3内,且垫在混凝土垫层6上;最后拆卸并取出所述设备预制基础底座3和所述安装销24。Step 7: Hoist the equipment prefabricated foundation 10; after the concrete cushion 6 is solidified, perform mortar leveling on the surface of the concrete cushion 6; then hoist the equipment prefabricated foundation 10 above the equipment prefabricated foundation base 3, and then place the equipment prefabricated foundation 10 The lower end of the prefabricated base 3 of the equipment is clipped into the prefabricated base 3 of the equipment, and is placed on the concrete cushion 6; finally, the prefabricated base 3 of the equipment and the installation pin 24 are disassembled and taken out.

以上所述仅为本发明的实施例,并非因此限制本发明的专利范围,凡是利用本发明说明书及附图内容所作的等效结构或等效流程变换,或直接或间接运用在其他相关的技术领域,均同理包括在本发明的专利保护范围内。The above is only an embodiment of the present invention, and does not limit the patent scope of the present invention. Any equivalent structure or equivalent process transformation made by using the description of the present invention and the contents of the accompanying drawings, or directly or indirectly used in other related technologies fields, all of which are equally included in the scope of patent protection of the present invention.

Claims (3)

1.一种设备预制基础定位装置的使用方法,其特征在于,设备预制基础定位装置包括插销(1)、四个定位桩(11)、预制方向定位器(2)和设备预制基础底座(3);各所述定位桩(11)以所述插销(1)为圆心布置在所述插销(1)四周,两相邻所述定位桩(11)形成的圆心角为90°,所述定位桩(11)的外侧面开设有环形槽口(111);所述预制方向定位器(2)包括转动部(21)、四个固定杆(22)和四个定位杆(23),所述转动部(21)中心处开设有贯穿所述转动部(21)上下端面的圆孔(211);各所述固定杆(22)与各所述定位杆(23)呈“米”字型交替水平排列在所述转动部(21)的外侧面上;所述转动部(21)通过所述圆孔(211)与所述插销(1)转动连接;所述固定杆(22)远离所述转动部(21)的一端部在水平方向上设置有内凹口(221),所述内凹口(221)可卡接于所述环形槽口(111)内;所述定位杆(23)远离所述转动部(21)的一端部竖直开设有定位孔(230),还设置有可穿过所述定位孔(230)的安装销(24);所述设备预制基础底座(3)为方形槽框,其内部用于浇筑混凝土,且四角端部开设有安装孔(30),将各所述安装孔(30)分别套设在穿过所述定位孔(230)后的各所述安装销(24)上,从而将所述设备预制基础底座(3)固定,设备预制基础(10)可套设在所述设备预制基础底座(3)内;所述设备预制基础底座(3)由四个接头(31)和复数个挡板(32)组成;所述接头(31)为直角方管,所述安装孔(30)设置于所述接头(31)的直角部,所述接头(31)通过所述安装孔(30)与所述安装销(24)转动连接;所述挡板(32)的两端均可套设入所述接头(31)的两直边部内;所述挡板(32)两端部开设有第一销孔(320),所述接头(31)两直角部侧壁上开设有与所述第一销孔(320)匹配的第二销孔(311),通过螺栓穿过所述第一销孔(320)和所述第二销孔(311)后旋上螺母可将所述挡板(32)固定于所述接头(31)内;所述定位杆(23)包括套管(231)与螺纹杆(232);所述套管(231)的一端固定于所述转动部(21)上,其内侧壁上设有内螺纹;所述定位孔(230)开设于所述螺纹杆(232)的另一端部;所述螺纹杆(232)的一端部外壁上设有外螺纹,其可套设入所述套管(231)并与所述套管(231)螺纹连接;所述挡板(32)包括左挡板(321)、复数个连接板(322)和右挡板(323);所述第一销孔(320)分别设于左挡板(321)和右挡板(323)上;所述连接板(322)具有不同的长度尺寸;所述左挡板(321)、所述连接板(322)和所述右挡板(323)上均设置有锁扣装置,所述左挡板(321)、复数个所述连接板(322)和所述右挡板(323)可通过锁扣装置依次拼接成一体;1. A method for using a prefabricated foundation positioning device, characterized in that the prefabricated foundation positioning device includes a pin (1), four positioning piles (11), a prefabricated direction locator (2) and a prefabricated foundation base (3 ); each of the positioning piles (11) is arranged around the bolt (1) with the bolt (1) as the center of a circle, and the center angle formed by two adjacent positioning piles (11) is 90°, and the positioning The outer surface of the pile (11) is provided with an annular notch (111); the prefabricated direction locator (2) includes a rotating part (21), four fixed rods (22) and four positioning rods (23), the The center of the rotating part (21) is provided with a round hole (211) that runs through the upper and lower end surfaces of the rotating part (21); each of the fixing rods (22) and each of the positioning rods (23) alternate in the shape of a "meter" horizontally arranged on the outer surface of the rotating part (21); the rotating part (21) is connected to the bolt (1) through the round hole (211); the fixed rod (22) is far away from the One end of the rotating part (21) is provided with an inner notch (221) in the horizontal direction, and the inner notch (221) can be snapped into the annular notch (111); the positioning rod (23) A positioning hole (230) is vertically opened at one end away from the rotating part (21), and a mounting pin (24) that can pass through the positioning hole (230) is also provided; the prefabricated base of the equipment (3) It is a square trough frame, the inside of which is used for pouring concrete, and there are installation holes (30) at the ends of the four corners. the above-mentioned installation pin (24), so that the prefabricated equipment base (3) is fixed, and the prefabricated equipment base (10) can be sleeved in the prefabricated equipment base (3); the prefabricated equipment base (3) ) consists of four joints (31) and a plurality of baffles (32); the joints (31) are right-angled square tubes, and the installation holes (30) are set at the right-angle parts of the joints (31), the The joint (31) is rotationally connected with the installation pin (24) through the installation hole (30); both ends of the baffle (32) can be sleeved into the two straight sides of the joint (31); First pin holes (320) are opened at both ends of the baffle plate (32), and second pin holes matching the first pin holes (320) are opened on the side walls of the two right-angle parts of the joint (31) (311), the baffle (32) can be fixed in the joint (31) by bolts passing through the first pin hole (320) and the second pin hole (311) and then screwing on nuts; The positioning rod (23) includes a sleeve (231) and a threaded rod (232); one end of the sleeve (231) is fixed on the rotating part (21), and an internal thread is provided on its inner wall; the The positioning hole (230) is opened at the other end of the threaded rod (232); the outer wall of one end of the threaded rod (232) is provided with an external thread, which can be sleeved into the sleeve (231) and Threaded connection with the sleeve (231); the baffle (32) includes a left baffle (321), a plurality of connecting plates (322) and a right baffle (323); the first pin hole (320) respectively set on the left baffle (321) and the right baffle (323); the connecting plate (322) has different lengths; the left baffle (321), the connecting plate (322) and the The right baffle (323) is provided with a locking device, the left baffle (321), the plurality of connecting plates (322) and the right baffle (323) can be sequentially spliced into one body through the locking device ; 所述使用方法包括以下步骤:The method of use comprises the following steps: 步骤一:基坑(5)开挖;根据设备预制基础(10)的大小挖出基坑(5);Step 1: Excavating the foundation pit (5); excavating the foundation pit (5) according to the size of the equipment prefabricated foundation (10); 步骤二:基础中心定位;以设备预制基础(10)轴线为基准,分别在交叉处和延长方向上通过吊锤在坑底定出基础中心位置O点及四个方向点位,在O点钉入所述插销(1),在四个方向点位固定所述定位桩(11);Step 2: Position the center of the foundation; take the axis of the equipment prefabricated foundation (10) as the reference, use the hanging hammer to determine the center position O of the foundation and the points in four directions at the bottom of the pit at the intersection and extension direction respectively, and nail at point O insert the bolt (1), and fix the positioning pile (11) in four directions; 步骤三:调整预制方向定位器(2);根据设备预制基础(10)的对角线长度分别确定所述定位杆(23)的长度;转动所述螺纹杆(232)使各所述定位杆(23)长度接近确定长度,且使所述定位孔(230)处于垂直朝向;Step 3: Adjust the prefabricated direction locator (2); determine the length of the positioning rods (23) according to the diagonal length of the equipment prefabricated foundation (10); turn the threaded rods (232) to make each positioning rod (23) The length is close to a certain length, and the positioning hole (230) is vertically oriented; 步骤四:方向定位;将所述转动部(21)的圆孔(211)对准插销(1)穿孔插入,转动所述转动部(21),使四个所述固定杆(22)的内凹口(221)卡入各所述定位桩(11)的环形槽口(111)内,然后将四个安装销(24)自各所述定位孔(230)钉入基坑(5)底,然后取出插销(1)、预制方向定位器(2)和各个定位桩(11);Step 4: Orientation positioning; align the round hole (211) of the rotating part (21) with the pin (1) and insert it into the hole, and turn the rotating part (21) so that the inner parts of the four fixed rods (22) The notch (221) snaps into the annular notch (111) of each of the positioning piles (11), and then nails the four mounting pins (24) into the bottom of the foundation pit (5) from each of the positioning holes (230), Then take out the latch (1), the prefabricated direction locator (2) and each positioning stake (11); 步骤五:安装设备预制基础底座(3);取出插销(1)、预制方向定位器(2)和各个定位桩(11)后,基坑(5)底只留下各安装销(24),将各所述接头(31)上的安装孔(30)对准所述安装销(24)后穿孔插入放置于基坑(5)底,再将各所述左挡板(321)和各所述右挡板(323)分别套入各所述接头(31)内并通过螺栓穿过所述第一销孔(320)和所述第二销孔(311)后旋上螺母将各所述左挡板(321)和各所述右挡板(323)固定;同边的所述左挡板(321)和所述右挡板(323)通过锁扣装置和复数个不同尺寸的所述连接板(322)拼接成一体,再将螺母套在各所述安装销(24)上并旋紧,使各所述接头(31)固定;Step 5: Install the prefabricated foundation base (3) of the equipment; after taking out the bolt (1), the prefabricated direction locator (2) and each positioning pile (11), only the installation pins (24) are left at the bottom of the foundation pit (5), Align the installation holes (30) on the joints (31) with the installation pins (24) and insert them into the bottom of the foundation pit (5). The right baffles (323) are inserted into the joints (31) respectively, and the bolts pass through the first pin hole (320) and the second pin hole (311), and then the nuts are screwed on each of the joints. The left baffle (321) and each of the right baffles (323) are fixed; the left baffle (321) and the right baffle (323) on the same side are connected with a plurality of different sizes of the The connecting plates (322) are spliced into one body, and then the nuts are set on each of the mounting pins (24) and tightened, so that each of the joints (31) is fixed; 步骤六:浇筑混凝土垫层(6);通过标高测量,定出基础底面垫层的顶部标高,通过红外线仪在所述设备预制基础底座(3)扫描出垫层的上部标高线,然后在所述设备预制基础底座(3)内浇筑C15混凝土至标高线并整平表面得到混凝土垫层(6);Step 6: Pour the concrete cushion (6); determine the top elevation of the cushion on the bottom surface of the foundation by measuring the elevation, scan the upper elevation line of the cushion on the prefabricated foundation base (3) of the equipment through the infrared device, and then place the The prefabricated foundation base (3) of the above-mentioned equipment is poured with C15 concrete to the elevation line and the surface is leveled to obtain a concrete cushion (6); 步骤七:吊装设备预制基础(10);待混凝土垫层(6)凝固后,对混凝土垫层(6)表面进行砂浆找平;然后将设备预制基础(10)吊装至所述设备预制基础底座(3)上方,然后将设备预制基础(10)的下端卡入所述设备预制基础底座(3)内,且垫在混凝土垫层(6)上;最后拆卸并取出所述设备预制基础底座(3)和所述安装销(24)。Step 7: Lift the prefabricated foundation (10) of the equipment; after the concrete cushion (6) is solidified, level the surface of the concrete cushion (6) with mortar; then hoist the prefabricated foundation (10) of the equipment to the prefabricated foundation base of the equipment ( 3) above, then snap the lower end of the equipment prefabricated foundation (10) into the equipment prefabricated foundation base (3), and place it on the concrete cushion (6); finally disassemble and take out the equipment prefabricated foundation base (3) ) and the mounting pin (24). 2.根据权利要求1所述的一种设备预制基础定位装置的使用方法,其特征在于:所述锁扣装置包括外凸的公扣(41)和内凹的母扣(42);所述左挡板(321)的一端设有所述公扣(41),所述连接板(322)的两端分别设有所述公扣(41)和所述母扣(42),所述右挡板(323)的一端设有所述母扣(42)。2. The method of using a device prefabricated foundation positioning device according to claim 1, characterized in that: the locking device includes a male buckle (41) that is convex and a female buckle (42) that is concave; One end of the left baffle (321) is provided with the male buckle (41), the two ends of the connecting plate (322) are respectively provided with the male buckle (41) and the female buckle (42), and the right One end of the baffle (323) is provided with the female buckle (42). 3.根据权利要求2所述的一种设备预制基础定位装置的使用方法,其特征在于:所述左挡板(321)设有所述公扣(41)的一端面为阶梯面;所述连接板(322)的设有所述公扣(41)和所述母扣(42)的两端面均为阶梯面;所述右挡板(323)设有所述母扣(42)的一端面为阶梯面。3. The method for using a device prefabricated foundation positioning device according to claim 2, characterized in that: one end surface of the left baffle (321) provided with the male buckle (41) is a stepped surface; Both ends of the connecting plate (322) provided with the male buckle (41) and the female buckle (42) are stepped surfaces; the right baffle (323) is provided with one of the female buckles (42) The end face is a stepped face.
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CN108951691A (en) * 2018-06-24 2018-12-07 国网湖北省电力有限公司咸宁供电公司 The localization method of embedded prefabricated foundation
CN110718864A (en) * 2019-08-29 2020-01-21 上海宝冶冶金工程有限公司 Method for mounting base of electric panel cabinet

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203891060U (en) * 2014-05-27 2014-10-22 中铁十九局集团轨道交通工程有限公司 Permanent steel pipe column positioning system of major structure of cover and excavation top-down station
CN205035805U (en) * 2015-08-31 2016-02-17 中国一冶集团有限公司 Hole stake heart positioner is dug in portable manual work
CN205776292U (en) * 2016-05-17 2016-12-07 中国建筑第六工程局有限公司 A kind of for the centrical positioner in pile foundation engineering hole
CN106436739A (en) * 2016-08-26 2017-02-22 江苏铭远杆塔有限公司 Underground prefabricated foundation of communication tower and mounting method of underground prefabricated foundation
WO2017179194A1 (en) * 2016-04-15 2017-10-19 三菱電機株式会社 Apparatus fixing tool

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN207498982U (en) * 2017-11-30 2018-06-15 国网湖北省电力公司咸宁供电公司 A kind of equipment prefabricated foundation positioning device

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203891060U (en) * 2014-05-27 2014-10-22 中铁十九局集团轨道交通工程有限公司 Permanent steel pipe column positioning system of major structure of cover and excavation top-down station
CN205035805U (en) * 2015-08-31 2016-02-17 中国一冶集团有限公司 Hole stake heart positioner is dug in portable manual work
WO2017179194A1 (en) * 2016-04-15 2017-10-19 三菱電機株式会社 Apparatus fixing tool
CN205776292U (en) * 2016-05-17 2016-12-07 中国建筑第六工程局有限公司 A kind of for the centrical positioner in pile foundation engineering hole
CN106436739A (en) * 2016-08-26 2017-02-22 江苏铭远杆塔有限公司 Underground prefabricated foundation of communication tower and mounting method of underground prefabricated foundation

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