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CN114592508B - Information-based integrated supervision equipment for geotechnical engineering investigation - Google Patents

Information-based integrated supervision equipment for geotechnical engineering investigation Download PDF

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Publication number
CN114592508B
CN114592508B CN202210196247.XA CN202210196247A CN114592508B CN 114592508 B CN114592508 B CN 114592508B CN 202210196247 A CN202210196247 A CN 202210196247A CN 114592508 B CN114592508 B CN 114592508B
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wall
positioning sleeve
anchor rod
fixed
groove
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CN114592508A (en
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许攀攀
弓帅
韩俊杰
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • E02D17/202Securing of slopes or inclines with flexible securing means
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/76Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/23Dune restoration or creation; Cliff stabilisation

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
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  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Testing Or Calibration Of Command Recording Devices (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Abstract

The invention belongs to the technical field of geotechnical engineering, and particularly relates to informatization integrated monitoring and controlling equipment for geotechnical engineering investigation. The distance sensor is used for detecting the distance between the limiting slide block and the limiting slide block all the time or periodically, so that workers can check and supervise the distance sensor conveniently, and the workers are reminded in time when the distance sensor changes, so that the supervision effect of actual geotechnical engineering management is improved.

Description

一种岩土工程勘察用信息化集成监管设备An information-based integrated supervision equipment for geotechnical engineering investigation

技术领域technical field

本发明涉及岩土工程技术领域,尤其涉及一种岩土工程勘察用信息化集成监管设备。The invention relates to the technical field of geotechnical engineering, in particular to an information-based integrated supervision device for geotechnical engineering investigation.

背景技术Background technique

岩土工程是以求解岩体与土体工程问题,包括地基与基础、边坡和地下工程等问题,岩土工程对于基础设施建设以及环境保护都具有重要的意义,目前很多的靠山公路两侧都出现了土地荒芜的情况,其上没有植被的保护,十分容易出现上体滑坡、水土流失的情况,对过路的车辆和行人造成危险,因此必须要进行边坡的加固保护。Geotechnical engineering is to solve rock mass and soil engineering problems, including foundation and foundation, slope and underground engineering. Geotechnical engineering is of great significance to infrastructure construction and environmental protection. At present, many roads on both sides of the mountain The land is barren and there is no vegetation protection on it, which is very prone to landslides and soil erosion, causing danger to passing vehicles and pedestrians. Therefore, reinforcement and protection of the slope must be carried out.

现有技术在对边坡进行加固保护时,通常采用的是在边坡上铺设锚网,锚网通过插入边坡内的多个分布式的锚杆进行固定,以利用固定铺设的锚网进行防护,但是实际在长时间使用时,锚杆都易发生松脱而导致锚网的防护降低,而现有技术仅仅是依靠人工巡查,而对防护的监管效果差。In the prior art, when the slope is reinforced and protected, the anchor net is usually laid on the side slope, and the anchor net is fixed by a plurality of distributed anchor rods inserted into the slope, so as to use the fixedly laid anchor net to protection, but in fact, when used for a long time, the anchor rods are prone to loosening, which leads to the reduction of the protection of the anchor net. However, the existing technology only relies on manual inspection, and the supervision effect on protection is poor.

发明内容Contents of the invention

基于背景技术的技术问题,本发明提出了一种岩土工程勘察用信息化集成监管设备。Based on the technical problems of the background technology, the present invention proposes an information-based integrated supervision device for geotechnical engineering investigation.

本发明提出的一种岩土工程勘察用信息化集成监管设备,包括锚杆,所述锚杆的底端设置有钻头,所述锚杆的外围设置有定位套筒,所述钻头的外壁固定有与定位套筒内壁滑动连接的限位滑块,所述定位套筒内壁位于限位滑块的上方固定有多个距离传感器,所述定位套筒的顶端设置有限位部,所述限位部的外径向上方逐渐增加,所述限位部的内侧设置有容纳腔,所述容纳腔内设置有微处理器和信号发射器,所述限位部圆周内壁与容纳腔对应的位置可拆卸连接有盖板。An information-based integrated supervision equipment for geotechnical engineering investigation proposed by the present invention includes a bolt, the bottom end of the bolt is provided with a drill bit, the periphery of the bolt is provided with a positioning sleeve, and the outer wall of the drill bit is fixed There is a limit slider slidingly connected to the inner wall of the positioning sleeve, and a plurality of distance sensors are fixed on the inner wall of the positioning sleeve above the limit slider. The top of the positioning sleeve is provided with a limit portion, and the limit The outer diameter of the part gradually increases upwards, and the inner side of the limiting part is provided with a receiving chamber, and a microprocessor and a signal transmitter are arranged in the receiving cavity, and the position corresponding to the inner wall of the limiting part and the receiving cavity can be adjusted. Remove the connected cover.

优选的,所述容纳腔内壁固定有环形阵列分布的压力传感器,所述盖板外壁与压力传感器对应的位置开设有穿孔,所述压力传感器检测压力的部分伸出穿孔。Preferably, the inner wall of the accommodating chamber is fixed with pressure sensors distributed in an annular array, and the outer wall of the cover plate is provided with perforations at positions corresponding to the pressure sensors, and the part of the pressure sensor that detects pressure protrudes out of the perforations.

优选的,所述盖板外壁与穿孔对应的位置开设有凹槽,所述凹槽设置成将穿孔包裹于内的封闭环形,所述环形的宽度自下而上逐渐增加,所述凹槽的顶端中间位置设置有向下凹陷的弧形结构。Preferably, a groove is provided at the position corresponding to the perforation on the outer wall of the cover plate, and the groove is set as a closed ring that wraps the perforation inside, and the width of the ring gradually increases from bottom to top, and the width of the groove is A downwardly recessed arc-shaped structure is provided at the middle position of the top end.

优选的,所述定位套筒内壁位于距离传感器下方的位置固定有定位环,所述定位环的外壁设置有螺纹条,所述限位滑块的外壁开设有与螺纹条相适配的螺纹槽,所述锚杆的顶端固定有遮盖板,所述遮盖板顶部的外围开设有环形阵列分布的稳定槽,所述限位部顶部与稳定槽对应的位置开设有卡槽,所述定位套筒的上方设置有卡接件,所述卡接件设置有水平板和位于水平板下方环形分布的卡接条,所述卡接条与稳定槽和卡槽相适配。Preferably, a positioning ring is fixed on the inner wall of the positioning sleeve at a position below the sensor, the outer wall of the positioning ring is provided with a threaded strip, and the outer wall of the limit slider is provided with a threaded groove matching the threaded strip , the top of the anchor rod is fixed with a cover plate, and the outer periphery of the top of the cover plate is provided with a circular array of stable slots, and the position corresponding to the top of the limiting part is provided with a card slot, and the positioning sleeve A clamping piece is arranged above the horizontal plate, and the clamping piece is provided with a horizontal plate and a circularly distributed clamping strip located below the horizontal plate, and the clamping strip is adapted to the stable groove and the clamping groove.

优选的,所述锚杆外壁顶部位于遮盖板的下方位置固定有连接环,所述连接环的圆周外壁设置有环状结构的连接槽,所述连接环的顶端外径小于其底端外径,所述连接槽的圆周内壁固定有多个接触件,所述接触件设置有杆状结构的固定部,所述固定部远离连接槽的一端固定有延展部,所述延展部的外围固定有多个向靠近连接槽内壁一侧倾斜的反压部。Preferably, the top of the outer wall of the anchor rod is located below the cover plate and a connecting ring is fixed, the peripheral outer wall of the connecting ring is provided with a ring-shaped connecting groove, and the outer diameter of the top end of the connecting ring is smaller than the outer diameter of the bottom end , the circumferential inner wall of the connection groove is fixed with a plurality of contact pieces, and the contact pieces are provided with a fixing portion of a rod-shaped structure, an extension portion is fixed at an end of the fixing portion away from the connection groove, and the periphery of the extension portion is fixed with A plurality of counter-pressure portions inclined to the side close to the inner wall of the connecting groove.

优选的,所述定位套筒外壁位于距离传感器的上方开设有多个通孔,所述定位套筒内壁与通孔对应的位置固定有安装筒,所述安装筒内壁与通孔内壁之间滑动连接有水平放置的辅助针杆,所述锚杆外壁与辅助针杆对应的位置设置有推动机构,所述辅助针杆随着推动机构和锚杆的向下运动而水平向外移动。Preferably, the outer wall of the positioning sleeve is located above the distance sensor and is provided with a plurality of through holes, the inner wall of the positioning sleeve is fixed at the position corresponding to the through hole, and a mounting tube is fixed, and the inner wall of the positioning sleeve slides between the inner wall of the through hole. A horizontally placed auxiliary needle bar is connected, and a pushing mechanism is provided at a position corresponding to the outer wall of the anchor bar and the auxiliary needle bar, and the auxiliary needle bar moves horizontally outwards with the downward movement of the pushing mechanism and the anchor bar.

优选的,所述推动机构设置有通过轴承转动连接于锚杆外壁的固定环,所述固定环的外壁固定有与辅助针杆对应设置的限位移动件,所述限位移动件靠近辅助针杆的一侧外壁开设有限位槽,所述辅助针杆的一端与限位槽的内壁限位滑动,所述限位移动件设置有自下而上依次分布的第一竖直部、倾斜部和第二竖直部,所述倾斜部向着靠近对应辅助针杆的一侧倾斜向上。Preferably, the pushing mechanism is provided with a fixed ring that is rotatably connected to the outer wall of the anchor rod through a bearing, and the outer wall of the fixed ring is fixed with a limit moving part corresponding to the auxiliary needle bar, and the limit moving part is close to the auxiliary needle. A limiting groove is provided on one side of the outer wall of the rod, and one end of the auxiliary needle bar slides in a limited position with the inner wall of the limiting groove. and the second vertical portion, the inclined portion is inclined upward toward the side close to the corresponding auxiliary needle bar.

优选的,所述钻头圆周外壁的顶端开设有环形阵列分布的接触槽,所述接触槽的宽度向下以及向内逐渐减小,所述接触槽远离锚杆的一侧边缘位置开设有弧形结构的辅助槽。Preferably, the top of the peripheral outer wall of the drill bit is provided with contact grooves distributed in an annular array, the width of the contact grooves gradually decreases downward and inward, and an arc-shaped edge is formed on the edge of the contact groove away from the anchor rod Auxiliary slot for the structure.

优选的,所述钻头顶部位于相邻两个接触槽之间的位置开设有接触腔,所述接触腔远离锚杆的一侧内壁设置成向外拱起的弧形结构。Preferably, a contact cavity is provided at the top of the drill bit between two adjacent contact grooves, and the inner wall of the contact cavity away from the anchor rod is arranged in an outwardly arched arc structure.

优选的,所述定位套筒圆周内壁的底端开设有环形阵列分布的穿槽,所述穿槽与定位套筒的轴心之间倾斜设置,所述穿槽的宽度向下逐渐减小,所述定位套筒内壁位于穿槽之间的位置开设有辅助孔,辅助孔的内径向远离定位套筒轴心的一侧逐渐减小。Preferably, the bottom end of the circumferential inner wall of the positioning sleeve is provided with slots distributed in an annular array, the slots are arranged obliquely to the axis of the positioning sleeve, and the width of the slots gradually decreases downwards, The inner wall of the positioning sleeve is provided with an auxiliary hole at a position between the through grooves, and the inner diameter of the auxiliary hole gradually decreases on the side away from the axis of the positioning sleeve.

本发明中的有益效果为:Beneficial effects among the present invention are:

本发明实施例中,先使锚杆底端的钻头贴合定位套筒的底端,而使定位套筒和钻头同时钻入或钉入边坡中,以使定位套筒上的限位部顶端靠近边坡面,此时限位滑块位于距离传感器下方且近距离的位置,然后将锚网固定于锚杆顶端的位置,再向下钻入或钉入锚杆,使锚杆下的钻头脱离定位套筒继续向下,同时使锚杆顶端与锚网的固定点向下进入至定位套筒内,一方面通过锚杆的继续向下而拉紧锚网以提高防护效果,且使锚网固定位置伸入至定位套筒内而进行保护而提高长时间防护的有效性,另一方面,通过锚杆和定位套筒的分离使限位滑块远离距离传感器,并在锚杆定位后利用距离传感器、微处理器和信号发射器将定位距离上传至云平台,在锚网松脱而边坡塌陷向外扩张锚网时,锚杆向外脱离而使限位滑块与距离传感器的距离减小,在边坡表面塌陷而向内收缩时,定位套筒向下位移使距离传感器与限位滑块之间的距离减小,从而利用距离传感器一直或周期性检测与限位滑块的距离,以便于工作人员快速查看和监管,且在变化时及时提醒工作人员,从而提高实际岩土工程管理的监管效果。In the embodiment of the present invention, the drill bit at the bottom end of the anchor rod is first fitted to the bottom end of the positioning sleeve, and the positioning sleeve and the drill bit are drilled or nailed into the slope at the same time, so that the top end of the stopper on the positioning sleeve Close to the slope surface, at this time the limit slider is located at the bottom of the sensor and at a close distance, then fix the anchor net at the top of the anchor rod, and then drill or nail the anchor rod downward to make the drill bit under the anchor rod disengage The positioning sleeve continues downward, and at the same time, the fixed point between the top of the anchor rod and the anchor net enters downward into the positioning sleeve. The fixed position extends into the positioning sleeve for protection to improve the effectiveness of long-term protection. On the other hand, through the separation of the anchor rod and the positioning sleeve, the limit slider is kept away from the distance sensor, and is used after the anchor rod is positioned. The distance sensor, microprocessor and signal transmitter upload the positioning distance to the cloud platform. When the anchor net is loose and the slope collapses and expands the anchor net outward, the anchor rod will be separated outward to make the distance between the limit slider and the distance sensor When the slope surface collapses and shrinks inwardly, the positioning sleeve moves downward to reduce the distance between the distance sensor and the limit slider, so that the distance sensor can be used to continuously or periodically detect the distance between the limit slider and the limit slider. distance, so that the staff can quickly check and supervise, and remind the staff in time when there is a change, so as to improve the supervision effect of the actual geotechnical engineering management.

附图说明Description of drawings

图1为本发明提出的一种岩土工程勘察用信息化集成监管设备的整体结构示意图;Fig. 1 is a schematic diagram of the overall structure of a kind of geotechnical engineering investigation information integrated supervision equipment proposed by the present invention;

图2为本发明提出的一种岩土工程勘察用信息化集成监管设备的剖视结构示意图;Fig. 2 is a schematic cross-sectional structure diagram of an information-based integrated supervisory equipment for geotechnical engineering investigation proposed by the present invention;

图3为本发明提出的一种岩土工程勘察用信息化集成监管设备的连接环结构示意图;Fig. 3 is a schematic diagram of the connecting ring structure of a kind of geotechnical engineering investigation information integrated supervision equipment proposed by the present invention;

图4为本发明提出的一种岩土工程勘察用信息化集成监管设备的接触件结构示意图;Fig. 4 is a schematic diagram of the contact piece structure of an information-based integrated supervision device for geotechnical engineering investigation proposed by the present invention;

图5为本发明提出的一种岩土工程勘察用信息化集成监管设备的盖板结构示意图;Fig. 5 is a schematic diagram of the cover plate structure of an information-based integrated supervision equipment for geotechnical engineering investigation proposed by the present invention;

图6为本发明提出的一种岩土工程勘察用信息化集成监管设备的限位移动件结构示意图;Fig. 6 is a structural schematic diagram of a limit moving part of a geotechnical engineering investigation information-based integrated supervision device proposed by the present invention;

图7为本发明提出的一种岩土工程勘察用信息化集成监管设备的钻头结构示意图;Fig. 7 is a schematic diagram of a drill bit structure of an information-based integrated supervisory equipment for geotechnical engineering investigation proposed by the present invention;

图8为本发明提出的一种岩土工程勘察用信息化集成监管设备的接触腔结构示意图;Fig. 8 is a schematic diagram of a contact chamber structure of an information-based integrated monitoring device for geotechnical engineering investigation proposed by the present invention;

图9为本发明提出的一种岩土工程勘察用信息化集成监管设备的穿槽结构示意图;Fig. 9 is a schematic diagram of the slotting structure of an information-based integrated supervision equipment for geotechnical engineering investigation proposed by the present invention;

图10为本发明提出的一种岩土工程勘察用信息化集成监管设备的锚杆与定位套筒初始状态结构示意图;Fig. 10 is a schematic diagram of the initial state structure of the anchor rod and the positioning sleeve of an information-based integrated supervision equipment for geotechnical engineering investigation proposed by the present invention;

图11为本发明提出的一种岩土工程勘察用信息化集成监管设备的限位滑块与定位环之间脱离结构示意图;Fig. 11 is a schematic diagram of the detachment structure between the limit slider and the positioning ring of a kind of information integrated supervision equipment for geotechnical engineering investigation proposed by the present invention;

图12为本发明提出的一种岩土工程勘察用信息化集成监管设备的锚杆与定位套筒终止状态结构示意图。Fig. 12 is a schematic diagram of the end state structure of the bolt and the positioning sleeve of an information-based integrated supervision equipment for geotechnical engineering investigation proposed by the present invention.

图中:1定位套筒、101限位环、2锚杆、3钻头、4限位滑块、5距离传感器、6限位部、601卡槽、7容纳腔、8盖板、801穿孔、9连接环、901连接槽、10遮盖板、1001稳定槽、11定位环、12压力传感器、13凹槽、14接触件、15固定部、16延展部、17反压部、18固定环、19限位移动件、1901第一竖直部、1902倾斜部、1903第二竖直部、20限位槽、21通孔、22安装筒、23辅助针杆、24接触槽、25辅助槽、26接触腔、27穿槽、28辅助孔、29卡接件。In the figure: 1 positioning sleeve, 101 limit ring, 2 anchor rod, 3 drill bit, 4 limit slider, 5 distance sensor, 6 limit part, 601 card slot, 7 accommodation cavity, 8 cover plate, 801 perforation, 9 Connection ring, 901 Connection groove, 10 Cover plate, 1001 Stability groove, 11 Positioning ring, 12 Pressure sensor, 13 Groove, 14 Contact piece, 15 Fixed part, 16 Extended part, 17 Counter pressure part, 18 Fixed ring, 19 Limiting moving part, 1901 first vertical part, 1902 inclined part, 1903 second vertical part, 20 limit groove, 21 through hole, 22 installation cylinder, 23 auxiliary needle bar, 24 contact groove, 25 auxiliary groove, 26 Contact chamber, 27 through slots, 28 auxiliary holes, 29 clips.

具体实施方式Detailed ways

实施例1Example 1

参照图1-图2,一种岩土工程勘察用信息化集成监管设备,包括锚杆2,锚杆2的底端设置有钻头3,锚杆2的外围设置有定位套筒1,钻头3顶端的外径与定位套筒1的外径相同,钻头3的外壁固定有与定位套筒1内壁滑动连接的限位滑块4,定位套筒1内壁的底部固定有限位环101,限位环101的内壁与锚杆2的外壁滑动连接,定位套筒1内壁位于限位滑块4的上方固定有多个距离传感器5,定位套筒1的顶端设置有限位部6,限位部6的外径向上方逐渐增加,限位部6的内侧设置有容纳腔7,容纳腔7内设置有微处理器和信号发射器,限位部6圆周内壁与容纳腔7对应的位置可拆卸连接有盖板8,实际使用时,先使锚杆2底端的钻头3贴合定位套筒1的底端,而使定位套筒1和钻头3同时钻入或钉入边坡中,以使定位套筒1上的限位部6顶端靠近边坡面,此时限位滑块4位于距离传感器5下方且近距离的位置,然后将锚网固定于锚杆2顶端的位置,再向下钻入或钉入锚杆2,使锚杆2下的钻头3脱离定位套筒1继续向下,同时使锚杆2顶端与锚网的固定点向下进入至定位套筒1内,一方面通过锚杆2的继续向下而拉紧锚网以提高防护效果,且使锚网固定位置伸入至定位套筒1内而进行保护而提高长时间防护的有效性,另一方面,通过锚杆2和定位套筒1的分离使限位滑块4远离距离传感器5,并在锚杆2定位后利用距离传感器5、微处理器和信号发射器将定位距离上传至云平台,在锚网松脱而边坡塌陷向外扩张锚网时,锚杆2向外脱离而使限位滑块4与距离传感器5的距离减小,在边坡表面塌陷而向内收缩时,定位套筒1向下位移使距离传感器5与限位滑块5之间的距离减小,从而利用距离传感器5一直或周期性检测与限位滑块4的距离,以便于工作人员快速查看和监管,且在变化时及时提醒工作人员,从而提高实际岩土工程管理的监管效果。Referring to Fig. 1-Fig. 2, an information-based integrated supervision equipment for geotechnical engineering investigation includes an anchor rod 2, a drill bit 3 is arranged at the bottom end of the anchor rod 2, a positioning sleeve 1 is arranged on the periphery of the anchor rod 2, and a drill bit 3 The outer diameter of the top is the same as the outer diameter of the positioning sleeve 1, the outer wall of the drill bit 3 is fixed with a limit slider 4 that is slidably connected to the inner wall of the positioning sleeve 1, and the bottom of the positioning sleeve 1 inner wall is fixed with a limit ring 101. The inner wall of the ring 101 is slidingly connected with the outer wall of the anchor rod 2, and the inner wall of the positioning sleeve 1 is fixed above the limit slider 4 with a plurality of distance sensors 5 fixed thereon. The outer diameter of the outer diameter gradually increases upwards, and the inner side of the limiting part 6 is provided with an accommodation cavity 7, and a microprocessor and a signal transmitter are arranged in the accommodation cavity 7, and the inner wall of the circumference of the limiting part 6 is detachably connected to the position corresponding to the accommodation cavity 7 There is a cover plate 8. In actual use, the drill bit 3 at the bottom of the anchor rod 2 is first fitted to the bottom of the positioning sleeve 1, and the positioning sleeve 1 and the drill bit 3 are drilled or nailed into the slope at the same time, so that the positioning The top of the limit part 6 on the sleeve 1 is close to the slope surface, and the limit slider 4 is located at a short distance below the sensor 5, and then the anchor net is fixed at the top of the anchor rod 2, and then drilled down. Or nail the anchor rod 2, make the drill bit 3 under the anchor rod 2 break away from the positioning sleeve 1 and continue downward, and at the same time make the fixed point between the top of the anchor rod 2 and the anchor net enter into the positioning sleeve 1 downwards. The rod 2 continues to tighten the anchor net to improve the protection effect, and the fixed position of the anchor net is extended into the positioning sleeve 1 for protection to improve the effectiveness of long-term protection. On the other hand, the anchor rod 2 The separation from the positioning sleeve 1 makes the limit slider 4 far away from the distance sensor 5, and after the anchor rod 2 is positioned, the distance sensor 5, the microprocessor and the signal transmitter are used to upload the positioning distance to the cloud platform. When the slope collapses and expands the anchor net outward, the anchor rod 2 is separated from the outside so that the distance between the limit slider 4 and the distance sensor 5 is reduced. When the slope surface collapses and shrinks inward, the positioning sleeve 1 moves downward The displacement reduces the distance between the distance sensor 5 and the limit slider 5, so that the distance sensor 5 is used to detect the distance with the limit slider 4 all the time or periodically, so that the staff can quickly check and supervise, and when changing Remind the staff in time, so as to improve the supervision effect of the actual geotechnical engineering management.

参照图2,本发明中,容纳腔7内壁固定有环形阵列分布的压力传感器12,盖板8外壁与压力传感器12对应的位置开设有穿孔801,压力传感器12检测压力的部分伸出穿孔802,实际使用时,锚网与锚杆2固定的位置向下运动伸入至定位套筒1内时,其固定位置外围的锚网贴附于盖板8的外壁位置,使锚网处于固定位置的外围紧压于压力传感器12检测压力的端部,并将检测数据上传云平台以实时监管,而在锚网固定点断裂或锚杆2与定位套筒1整体脱离或下沉时,其对应位置以及周围位置的压力信号都会因为发生变化,以及时提醒工作人员进行检修或更换锚杆,从而提高实际岩土工程边坡防护的监管效果。Referring to FIG. 2 , in the present invention, pressure sensors 12 distributed in an annular array are fixed on the inner wall of the housing cavity 7 , and a perforation 801 is opened on the outer wall of the cover plate 8 at a position corresponding to the pressure sensor 12 , and the pressure sensor 12 protrudes from the perforation 802 for detecting pressure. In actual use, when the fixed position of the anchor net and the anchor rod 2 moves downward and extends into the positioning sleeve 1, the anchor net on the periphery of the fixed position is attached to the outer wall position of the cover plate 8, so that the anchor net is in the fixed position. The periphery is tightly pressed against the end of the pressure sensor 12 to detect the pressure, and the detection data is uploaded to the cloud platform for real-time supervision. When the fixed point of the anchor net breaks or the anchor rod 2 and the positioning sleeve 1 are separated or sink as a whole, the corresponding position And the pressure signal of the surrounding position will be changed to remind the staff to carry out maintenance or replace the anchor rod in time, thereby improving the supervision effect of the actual geotechnical engineering slope protection.

参照图5,本发明中,盖板8外壁与穿孔801对应的位置开设有凹槽13,凹槽13设置成将穿孔801包裹于内的封闭环形,环形的宽度自下而上逐渐增加,凹槽13的顶端中间位置设置有向下凹陷的弧形结构,从而在实际使用时,锚网贴附于盖板8的外壁,而在锚网固定点位置断裂时,锚网会向外收缩,而带动凹槽13内的气流变化,利用凹槽13的宽度变化以及顶端中间位置的张开,使顶端凹槽13位置的气流收缩更快而向内吸引,以减速锚网的收缩而保证压力传感器12的检测反应时间,从而保证实际的监管效果。Referring to Fig. 5, in the present invention, a groove 13 is provided at the position corresponding to the outer wall of the cover plate 8 and the perforation 801. The groove 13 is arranged as a closed ring that wraps the perforation 801 inside. The width of the ring gradually increases from bottom to top, and the groove 13 The middle position of the top of the groove 13 is provided with a downward concave arc structure, so that in actual use, the anchor net is attached to the outer wall of the cover plate 8, and when the fixed point of the anchor net is broken, the anchor net will shrink outwards, And drive the airflow change in the groove 13, use the width change of the groove 13 and the opening of the middle position of the top, make the airflow at the top groove 13 shrink faster and attract inwardly, so as to reduce the shrinkage of the anchor net and ensure the pressure The detection response time of the sensor 12 can ensure the actual supervision effect.

实施例2Example 2

实施例2包括实施例1的所有结构和方法,参照图2,一种岩土工程勘察用信息化集成监管设备,还包括有,定位套筒1内壁位于距离传感器5下方的位置固定有定位环11,定位环11的外壁设置有螺纹条,限位滑块4的外壁开设有与螺纹条相适配的螺纹槽,锚杆2的顶端固定有遮盖板10,遮盖板10顶部的外围开设有环形阵列分布的稳定槽1001,限位部6顶部与稳定槽1001对应的位置开设有卡槽601,定位套筒1的上方设置有卡接件29,卡接件29设置有水平板和位于水平板下方环形分布的卡接条,卡接条与稳定槽1001和卡槽601相适配,实际使用时,初始状态下,参照图10,限位滑块4与定位环11螺纹连接,以便于将锚杆2和定位套筒1同时钻入或钉入至边坡中,然后通过旋转锚杆2使限位滑块4与定位环11脱离,参照图11,使锚杆2顶部固定位置与边坡外壁齐平,将锚网固定于锚杆2上,以便于进行安装,然后向下钻入或钉入锚杆2进行固定,参照图12,使锚网与锚杆2的固定位置向下以将锚网拉紧,并利用遮盖板10进行限位阻挡,从而提高实际边坡防护的稳定使用。Embodiment 2 includes all the structures and methods of Embodiment 1. Referring to FIG. 2 , an information-based integrated supervision device for geotechnical engineering investigation also includes a positioning ring fixed at the position below the distance sensor 5 on the inner wall of the positioning sleeve 1 11. The outer wall of the positioning ring 11 is provided with a threaded strip, the outer wall of the limit slider 4 is provided with a threaded groove suitable for the threaded strip, the top end of the anchor rod 2 is fixed with a cover plate 10, and the periphery of the top of the cover plate 10 is provided with a The stabilizing slots 1001 distributed in an annular array, the position corresponding to the top of the limiting part 6 and the stabilizing slots 1001 are provided with a card slot 601, the upper part of the positioning sleeve 1 is provided with a clamping piece 29, and the clamping piece 29 is provided with a horizontal plate and is located in the horizontal The clamping strips distributed circularly under the plate are adapted to the stable groove 1001 and the clamping groove 601. In actual use, in the initial state, referring to FIG. 10, the limit slider 4 is screwed to the positioning ring 11, so as to facilitate The anchor rod 2 and the positioning sleeve 1 are drilled or nailed into the slope at the same time, and then the limit slider 4 is separated from the positioning ring 11 by rotating the anchor rod 2. Referring to Figure 11, the fixed position of the top of the anchor rod 2 is in line with The outer wall of the slope is flush, and the anchor net is fixed on the anchor rod 2 for easy installation, and then drilled down or nailed into the anchor rod 2 for fixing. Referring to Figure 12, the fixed position of the anchor net and the anchor rod 2 is Down to tighten the anchor net, and use the cover plate 10 to limit and block, thereby improving the stable use of the actual slope protection.

参照图3-图4,本发明中,锚杆2外壁顶部位于遮盖板10的下方位置固定有连接环9,连接环9的圆周外壁设置有环状结构的连接槽901,连接环9的顶端外径小于其底端外径,初始状态下,连接环9位于定位套筒1的顶端上方,使用时将锚网固定于连接环9上,连接槽901的圆周内壁固定有多个接触件14,接触件14设置有杆状结构的固定部15,固定部15远离连接槽901的一端固定有延展部16,延展部16的外径大于固定部15的外径,延展部16的外围固定有多个向靠近连接槽901内壁一侧倾斜的反压部17,而在固定锚网以及旋转锚杆2时,而使锚网部分缠绕于接触件14上,利用反压部17而提高锚网固定的稳定性,避免发生松脱以提高实际边坡防护的稳定性。Referring to Fig. 3-Fig. 4, in the present invention, the top of the outer wall of the anchor rod 2 is located at the lower position of the cover plate 10, and a connecting ring 9 is fixed thereon. The outer diameter is smaller than the outer diameter of the bottom end. In the initial state, the connecting ring 9 is located above the top of the positioning sleeve 1. When in use, the anchor net is fixed on the connecting ring 9. A plurality of contact pieces 14 are fixed on the inner wall of the connecting groove 901. The contact piece 14 is provided with a rod-shaped fixing portion 15, and an extension portion 16 is fixed at one end of the fixing portion 15 away from the connection groove 901. The outer diameter of the extension portion 16 is larger than that of the fixing portion 15, and the outer periphery of the extension portion 16 is fixed with A plurality of back pressure parts 17 inclined towards the inner wall side of the connecting groove 901, and when fixing the anchor net and rotating the anchor rod 2, the anchor net is partially wound on the contact piece 14, and the back pressure part 17 is used to raise the anchor net. Fixed stability to avoid loosening to improve the stability of the actual slope protection.

实施例3Example 3

参照图2和图6,一种岩土工程勘察用信息化集成监管设备,在实施例2的基础上,还包括有,定位套筒1外壁位于距离传感器5的上方开设有多个通孔21,定位套筒1内壁与通孔21对应的位置固定有安装筒22,安装筒22内壁与通孔21内壁之间滑动连接有水平放置的辅助针杆23,锚杆2外壁与辅助针杆23对应的位置设置有推动机构,辅助针杆23随着推动机构和锚杆2的向下运动而水平向外移动。Referring to Fig. 2 and Fig. 6, an information-based integrated supervision device for geotechnical engineering investigation, on the basis of Embodiment 2, also includes that the outer wall of the positioning sleeve 1 is located above the distance sensor 5 and has a plurality of through holes 21 , the position corresponding to the inner wall of the positioning sleeve 1 and the through hole 21 is fixed with the installation cylinder 22, and the auxiliary needle bar 23 placed horizontally is slidably connected between the inner wall of the installation cylinder 22 and the inner wall of the through hole 21, and the outer wall of the anchor rod 2 and the auxiliary needle bar 23 The corresponding position is provided with a pushing mechanism, and the auxiliary needle bar 23 moves horizontally outwards along with the downward movement of the pushing mechanism and the anchor rod 2 .

参照图6,本发明中,固定环18的外壁固定有与辅助针杆23对应设置的限位移动件19,限位移动件19与距离传感器5间隔分布,限位移动件19靠近辅助针杆23的一侧外壁开设有限位槽20,辅助针杆23的一端与限位槽20的内壁限位滑动,限位槽20的两侧设置有限位棱边,辅助针杆23靠近限位槽20的一端设置有宽度大于两个限位棱边之间距离的滑块,限位移动件19设置有自下而上依次分布的第一竖直部1901、倾斜部1902和第二竖直部1903,倾斜部1902向着靠近对应辅助针杆23的一侧倾斜向上,初始状态下,限位滑块4与定位环11螺纹连接时,辅助针杆4靠近锚杆2的一端处于第一竖直部1901的底端,在锚杆2旋转时通过辅助针杆4对限位移动件19的限位使固定环18与锚杆2相对转动,即固定环18和限位移动件19仅随着锚杆2下降而不发生旋转,在限位滑块4脱离定位环11后辅助针杆23的一端开始沿着倾斜部1902移动,而使辅助针杆23不断水平向外伸出而进行辅助支撑,从而增加定位套筒1在边坡内固定后的稳定性,以提高整体对边坡防护装置的稳定性和牢固性。Referring to Fig. 6, in the present invention, the outer wall of the fixed ring 18 is fixed with a limit moving part 19 corresponding to the auxiliary needle bar 23, the limit moving part 19 is spaced apart from the distance sensor 5, and the limit moving part 19 is close to the auxiliary needle bar One side outer wall of 23 is provided with limiting groove 20, and one end of auxiliary needle bar 23 and the inner wall limit sliding of limiting groove 20, the both sides of limiting groove 20 are provided with limiting edge, and auxiliary needle bar 23 is close to limiting groove 20 One end of one end is provided with a slider whose width is greater than the distance between the two limiting edges, and the limiting moving part 19 is provided with a first vertical part 1901, an inclined part 1902 and a second vertical part 1903 distributed sequentially from bottom to top , the inclined part 1902 is inclined upward toward the side close to the corresponding auxiliary needle bar 23. In the initial state, when the limit slider 4 is screwed to the positioning ring 11, the end of the auxiliary needle bar 4 close to the anchor rod 2 is in the first vertical part. The bottom end of 1901, when the anchor rod 2 rotates, the fixed ring 18 and the anchor rod 2 are relatively rotated by the auxiliary needle bar 4 to limit the limit moving part 19, that is, the fixed ring 18 and the limit moving part 19 only follow the anchor The rod 2 descends without rotation, and after the limit slider 4 breaks away from the positioning ring 11, one end of the auxiliary needle bar 23 starts to move along the inclined part 1902, so that the auxiliary needle bar 23 is continuously stretched out horizontally for auxiliary support, Therefore, the stability of the positioning sleeve 1 after being fixed in the slope is increased, so as to improve the overall stability and firmness of the slope protection device.

实施例4Example 4

参照图7,一种岩土工程勘察用信息化集成监管设备,在实施例2的基础上,还包括有,钻头3圆周外壁的顶端开设有环形阵列分布的接触槽24,接触槽24的宽度向下以及向内逐渐减小,接触槽24远离锚杆2的一侧边缘位置开设有弧形结构的辅助槽25,以在将锚杆2钻入至边坡后,利用接触槽24的斜面以及接触槽24的豁口,以增加钻头3在垂直于轴心方向上的受阻力和稳定性,以避免锚杆2过度倾斜而影响整体防护的稳定性。With reference to Fig. 7, a kind of geotechnical engineering investigation is used informationization integrated supervisory equipment, on the basis of embodiment 2, also includes, the top of drill bit 3 circumference outer wall is provided with the contact groove 24 that annular array distributes, and the width of contact groove 24 Decreasing downwards and inwards, the edge of the contact groove 24 away from the anchor rod 2 is provided with an arc-shaped auxiliary groove 25, so that after the anchor rod 2 is drilled into the slope, the inclined surface of the contact groove 24 can be used. And the gap of the contact groove 24, to increase the resistance and stability of the drill bit 3 in the direction perpendicular to the axis, so as to avoid the excessive tilt of the anchor rod 2 and affect the stability of the overall protection.

参照图8,本发明中,钻头3顶部位于相邻两个接触槽24之间的位置开设有接触腔26,接触腔26远离锚杆2的一侧内壁设置成向外拱起的弧形结构,实际使用时,在限位滑块4脱离定位环11后,下降锚杆2一端距离再回升部分距离,以通过竖直方向上的往复运动挤压钻头3顶端与定位套筒1底端之间的土壤,且利用接触腔26的外侧弧面向内挤压土壤,从而增加定位套筒1和钻头3之间土壤的稳定性,以提高整体对边坡防护装置的牢固性。Referring to Fig. 8, in the present invention, a contact cavity 26 is provided at the top of the drill bit 3 between two adjacent contact grooves 24, and the inner wall of the contact cavity 26 away from the anchor rod 2 is arranged in an outwardly arched arc structure. , in actual use, after the limit slider 4 breaks away from the positioning ring 11, the distance from one end of the anchor rod 2 is lowered and then raised partly to squeeze the top end of the drill bit 3 and the bottom end of the positioning sleeve 1 through reciprocating motion in the vertical direction. The soil between them is squeezed inward by the outer arc surface of the contact cavity 26, thereby increasing the stability of the soil between the positioning sleeve 1 and the drill bit 3, so as to improve the firmness of the overall slope protection device.

参照图9,本发明中,定位套筒1圆周内壁的底端开设有环形阵列分布的穿槽27,穿槽27与定位套筒1的轴心之间倾斜设置,穿槽27的宽度向下逐渐减小,定位套筒1内壁位于穿槽27之间的位置开设有辅助孔28,辅助孔28的内径向远离定位套筒1轴心的一侧逐渐减小,实际使用时,钻头3在竖直方向上往复运动挤压土壤时,配合穿槽27使定位套筒1位于限位环101下的位置不断进土,且配合穿槽27和辅助孔28使其土壤逐渐被压实,从而提高定位套筒1插入固定的稳定牢固性能,以提高实际锚网防护的稳定牢固性。Referring to Fig. 9, in the present invention, the bottom end of the circumferential inner wall of the positioning sleeve 1 is provided with a circular array of through grooves 27, which are arranged obliquely between the through grooves 27 and the axis of the positioning sleeve 1, and the width of the through grooves 27 is downward. The inner wall of the positioning sleeve 1 is located between the slots 27 and an auxiliary hole 28 is provided. The inner diameter of the auxiliary hole 28 gradually decreases on the side away from the axis of the positioning sleeve 1. In actual use, the drill bit 3 When the reciprocating movement in the vertical direction squeezes the soil, cooperate with the groove 27 to make the position of the positioning sleeve 1 under the limit ring 101 continuously enter the soil, and cooperate with the groove 27 and the auxiliary hole 28 to make the soil gradually compacted, thereby Improve the stability and firmness of inserting and fixing the positioning sleeve 1 to improve the stability and firmness of the actual anchor net protection.

以上所述,仅为本发明较佳的具体实施方式,但本发明的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本发明揭露的技术范围内,根据本发明的技术方案及其发明构思加以等同替换或改变,都应涵盖在本发明的保护范围之内。The above is only a preferred embodiment of the present invention, but the scope of protection of the present invention is not limited thereto, any person familiar with the technical field within the technical scope disclosed in the present invention, according to the technical solution of the present invention Any equivalent replacement or change of the inventive concepts thereof shall fall within the protection scope of the present invention.

Claims (9)

1.一种岩土工程勘察用信息化集成监管设备,包括锚杆(2),所述锚杆(2)的底端设置有钻头(3),其特征在于,所述锚杆(2)的外围设置有定位套筒(1),所述锚杆(2)的外壁固定有与定位套筒(1)内壁滑动连接的限位滑块(4),所述定位套筒(1)内壁位于限位滑块(4)的上方固定有多个距离传感器(5),所述定位套筒(1)的顶端设置有限位部(6),所述限位部(6)的外径向上方逐渐增加,所述限位部(6)的内侧设置有容纳腔(7),所述容纳腔(7)内设置有微处理器和信号发射器,所述限位部(6)圆周内壁与容纳腔(7)对应的位置可拆卸连接有盖板(8),所述容纳腔(7)内壁固定有环形阵列分布的压力传感器(12),所述盖板(8)外壁与压力传感器(12)对应的位置开设有穿孔(801),所述压力传感器(12)检测压力的部分伸出穿孔(801);先使锚杆(2)底端的钻头(3)贴合定位套筒(1)的底端,而使定位套筒(1)和钻头(3)同时钻入或钉入边坡中,以使定位套筒(1)上的限位部(6)顶端靠近边坡面,然后将锚网固定于锚杆(2)顶端的位置,再向下钻入或钉入锚杆(2),使锚杆(2)下的钻头(3)脱离定位套筒(1)继续向下,同时使锚杆(2)顶端与锚网的固定点向下进入至定位套筒(1)内。1. An information-based integrated supervision equipment for geotechnical engineering investigation, comprising an anchor rod (2), the bottom end of the anchor rod (2) is provided with a drill bit (3), characterized in that the anchor rod (2) A positioning sleeve (1) is arranged on the periphery of the anchor rod (2), and a limit slider (4) that is slidably connected to the inner wall of the positioning sleeve (1) is fixed on the outer wall of the anchor rod (2), and the inner wall of the positioning sleeve (1) A plurality of distance sensors (5) are fixed above the limit slider (4), the top of the positioning sleeve (1) is provided with a limit portion (6), and the outer diameter of the limit portion (6) is upward The square gradually increases, the inner side of the limiting part (6) is provided with a housing chamber (7), and a microprocessor and a signal transmitter are arranged in the housing chamber (7), and the inner wall of the limiting part (6) A cover plate (8) is detachably connected to the position corresponding to the accommodation cavity (7), the inner wall of the accommodation cavity (7) is fixed with a ring array of pressure sensors (12), and the outer wall of the cover plate (8) is connected to the pressure sensor (12) A perforation (801) is opened at the corresponding position, and the part of the pressure sensor (12) that detects the pressure extends out of the perforation (801); firstly, the drill bit (3) at the bottom end of the anchor rod (2) fits the positioning sleeve ( 1), so that the positioning sleeve (1) and the drill bit (3) are drilled or nailed into the slope at the same time, so that the top of the limit part (6) on the positioning sleeve (1) is close to the slope surface , and then fix the anchor net at the top of the anchor rod (2), and then drill or nail the anchor rod (2) downward, so that the drill bit (3) under the anchor rod (2) is separated from the positioning sleeve (1) to continue Downward, at the same time make the fixing point of the top of the anchor rod (2) and the anchor net go down into the positioning sleeve (1). 2.根据权利要求1所述的一种岩土工程勘察用信息化集成监管设备,其特征在于,所述盖板(8)外壁与穿孔(801)对应的位置开设有凹槽(13),所述凹槽(13)设置成将穿孔(801)包裹于内的封闭环形,所述环形的宽度自下而上逐渐增加,所述凹槽(13)的顶端中间位置设置有向下凹陷的弧形结构。2. The information-based integrated supervision equipment for geotechnical engineering investigation according to claim 1, characterized in that, grooves (13) are opened on the outer wall of the cover plate (8) corresponding to the perforation (801), The groove (13) is set as a closed ring that wraps the perforation (801) inside, and the width of the ring gradually increases from bottom to top, and the middle position of the top of the groove (13) is provided with a downwardly recessed Arc structure. 3.根据权利要求1所述的一种岩土工程勘察用信息化集成监管设备,其特征在于,所述定位套筒(1)内壁位于距离传感器(5)下方的位置固定有定位环(11),所述定位环(11)的外壁设置有螺纹条,所述限位滑块(4)的外壁开设有与螺纹条相适配的螺纹槽,所述锚杆(2)的顶端固定有遮盖板(10),所述遮盖板(10)顶部的外围开设有环形阵列分布的稳定槽(1001),所述限位部(6)顶部与稳定槽(1001)对应的位置开设有卡槽(601),所述定位套筒(1)的上方设置有卡接件(29),所述卡接件(29)设置有水平板和位于水平板下方环形分布的卡接条,所述卡接条与稳定槽(1001)和卡槽(601)相适配。3. The information-based integrated supervision equipment for geotechnical engineering investigation according to claim 1, characterized in that a positioning ring (11) is fixed on the inner wall of the positioning sleeve (1) below the distance sensor (5) ), the outer wall of the positioning ring (11) is provided with a threaded strip, the outer wall of the limit slider (4) is provided with a threaded groove matching the threaded strip, and the top end of the anchor rod (2) is fixed with A cover plate (10), the outer periphery of the top of the cover plate (10) is provided with a circular array of stable slots (1001), and the top of the limiting part (6) is provided with a card slot at a position corresponding to the stable slot (1001) (601), the clamping piece (29) is provided above the positioning sleeve (1), and the clamping piece (29) is provided with a horizontal plate and a circularly distributed clamping strip located below the horizontal plate, the clamping The connection bar is compatible with the stabilizing groove (1001) and the card groove (601). 4.根据权利要求3所述的一种岩土工程勘察用信息化集成监管设备,其特征在于,所述锚杆(2)外壁顶部位于遮盖板(10)的下方位置固定有连接环(9),所述连接环(9)的圆周外壁设置有环状结构的连接槽(901),所述连接环(9)的顶端外径小于其底端外径,所述连接槽(901)的圆周内壁固定有多个接触件(14),所述接触件(14)设置有杆状结构的固定部(15),所述固定部(15)远离连接槽(901)的一端固定有延展部(16),所述延展部(16)的外围固定有多个向靠近连接槽(901)内壁一侧倾斜的反压部(17)。4. The information-based integrated supervision equipment for geotechnical engineering investigation according to claim 3, characterized in that, the top of the outer wall of the anchor rod (2) is located below the cover plate (10) and is fixed with a connecting ring (9 ), the peripheral outer wall of the connecting ring (9) is provided with a connecting groove (901) of annular structure, the outer diameter of the top end of the connecting ring (9) is smaller than the outer diameter of the bottom end, and the connecting groove (901) A plurality of contact pieces (14) are fixed on the circumferential inner wall, and the contact piece (14) is provided with a fixing part (15) of a rod-shaped structure, and an extension part is fixed at the end of the fixing part (15) away from the connecting groove (901) (16), the outer periphery of the extension part (16) is fixed with a plurality of counter-pressure parts (17) inclined towards the side close to the inner wall of the connecting groove (901). 5.根据权利要求1所述的一种岩土工程勘察用信息化集成监管设备,其特征在于,所述定位套筒(1)外壁位于距离传感器(5)的上方开设有多个通孔(21),所述定位套筒(1)内壁与通孔(21)对应的位置固定有安装筒(22),所述安装筒(22)内壁与通孔(21)内壁之间滑动连接有水平放置的辅助针杆(23),所述锚杆(2)外壁与辅助针杆(23)对应的位置设置有推动机构,所述辅助针杆(23)随着推动机构和锚杆(2)的向下运动而水平向外移动。5. The information-based integrated supervision equipment for geotechnical engineering investigation according to claim 1, characterized in that the outer wall of the positioning sleeve (1) is located above the distance sensor (5) and has a plurality of through holes ( 21), the position corresponding to the inner wall of the positioning sleeve (1) and the through hole (21) is fixed with the installation cylinder (22), and the inner wall of the installation cylinder (22) is slidingly connected with the inner wall of the through hole (21). Placed auxiliary needle bar (23), the position corresponding to the outer wall of the anchor bar (2) and the auxiliary needle bar (23) is provided with a pushing mechanism, and the auxiliary needle bar (23) moves along with the pushing mechanism and the anchor bar (2) downward movement and horizontal outward movement. 6.根据权利要求5所述的一种岩土工程勘察用信息化集成监管设备,其特征在于,所述推动机构设置有通过轴承转动连接于锚杆(2)外壁的固定环(18),所述固定环(18)的外壁固定有与辅助针杆(23)对应设置的限位移动件(19),所述限位移动件(19)靠近辅助针杆(23)的一侧外壁开设有限位槽(20),所述辅助针杆(23)的一端与限位槽(20)的内壁限位滑动,所述限位移动件(19)设置有自下而上依次分布的第一竖直部(1901)、倾斜部(1902)和第二竖直部(1903),所述倾斜部(1902)向着靠近对应辅助针杆(23)的一侧倾斜向上。6. The information-based integrated supervision equipment for geotechnical engineering investigation according to claim 5, characterized in that the pushing mechanism is provided with a fixed ring (18) that is rotatably connected to the outer wall of the bolt (2) through a bearing, The outer wall of the fixed ring (18) is fixed with a limit moving part (19) corresponding to the auxiliary needle bar (23). Limiting groove (20), one end of the auxiliary needle bar (23) and the inner wall of the limiting groove (20) limit sliding, the limiting moving part (19) is provided with first The vertical part (1901), the inclined part (1902) and the second vertical part (1903), the inclined part (1902) is inclined upward toward the side close to the corresponding auxiliary needle bar (23). 7.根据权利要求1所述的一种岩土工程勘察用信息化集成监管设备,其特征在于,所述钻头(3)圆周外壁的顶端开设有环形阵列分布的接触槽(24),所述接触槽(24)的宽度向下以及向内逐渐减小,所述接触槽(24)远离锚杆(2)的一侧边缘位置开设有弧形结构的辅助槽(25)。7. The information-based integrated supervision equipment for geotechnical engineering investigation according to claim 1, characterized in that, the top of the peripheral outer wall of the drill bit (3) is provided with contact grooves (24) distributed in an annular array, and the The width of the contact groove (24) gradually decreases downward and inward, and an arc-shaped auxiliary groove (25) is opened on the edge of the contact groove (24) away from the anchor rod (2). 8.根据权利要求7所述的一种岩土工程勘察用信息化集成监管设备,其特征在于,所述钻头(3)顶部位于相邻两个接触槽(24)之间的位置开设有接触腔(26),所述接触腔(26)远离锚杆(2)的一侧内壁设置成向外拱起的弧形结构。8. The information-based integrated supervision equipment for geotechnical engineering investigation according to claim 7, characterized in that, the top of the drill bit (3) is located between two adjacent contact grooves (24) and has a contact A cavity (26), the inner wall of the contact cavity (26) away from the anchor rod (2) is arranged in an outwardly arched arc structure. 9.根据权利要求8所述的一种岩土工程勘察用信息化集成监管设备,其特征在于,所述定位套筒(1)圆周内壁的底端开设有环形阵列分布的穿槽(27),所述穿槽(27)与定位套筒(1)的轴心之间倾斜设置,所述穿槽(27)的宽度向下逐渐减小,所述定位套筒(1)内壁位于穿槽(27)之间的位置开设有辅助孔(28),辅助孔(28)的内径向远离定位套筒(1)轴心的一侧逐渐减小。9. The information-based integrated supervision equipment for geotechnical engineering investigation according to claim 8, characterized in that, the bottom end of the inner wall of the positioning sleeve (1) is provided with a circular array of through grooves (27) , the slot (27) is inclined to the axis of the positioning sleeve (1), the width of the slot (27) decreases gradually downwards, and the inner wall of the positioning sleeve (1) is located in the slot An auxiliary hole (28) is opened at the position between (27), and the inner diameter of the auxiliary hole (28) gradually decreases on the side away from the axis of the positioning sleeve (1).
CN202210196247.XA 2022-03-02 2022-03-02 Information-based integrated supervision equipment for geotechnical engineering investigation Expired - Fee Related CN114592508B (en)

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