A device for monitoring vertical compression deformation and horizontal lateral displacement of super high-rise buildings
By designing a monitoring device including fixed welding blocks, extended nuts, weather-resistant rotary rod seats and horizontal side shift monitoring mechanisms, the problems of vertical compression deformation and horizontal side shift monitoring in ultra-high-rise buildings are solved, efficient and accurate structural deformation monitoring is achieved, and the safety and use functions of the building are improved.
Patent Information
- Application Number
- CN202411200127.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-29
- Publication Date
- 2025-03-21
- Estimated Expiration
- 2044-08-29
AI Technical Summary
During the construction of super-high-rise buildings, it is difficult for the existing technology to effectively monitor vertical compression deformation and horizontal side displacement, resulting in unevenness and deformation problems after the structure is completed, affecting safety and usage functions.
A monitoring device including a fixed welding block, an extended nut, a weather-resistant rotary rod seat and a horizontal side-shift monitoring mechanism is designed. The device realizes monitoring of vertical compression deformation by welding fixing welding blocks at the same position of the corner support steel column, combined with the design of the extended nut and the observation plate; and monitors of horizontal side shift through the weathering rod seat and the horizontal side shift monitoring mechanism.
The device can efficiently monitor vertical compression deformation and horizontal side shift of super-high-rise buildings without affecting later construction, reduce structural deformation and losses, and improve monitoring accuracy and convenience.
Smart Images

Figure CN119085466B_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of high-rise building measurement, and in particular to a device for monitoring vertical compression deformation and horizontal lateral displacement of a super high-rise building. Background Art
[0002] Super high-rise buildings are taller than ordinary high-rise buildings, and weigh 2-3 times more than ordinary high-rise buildings. When the weight and tower height are doubled, the axial compression of the columns and the differential compression of the inner and outer tubes, which could be ignored during the construction process, increase to a non-negligible scale, so further analysis and calculation monitoring are needed. Since the loads borne by the column components of each floor of high-rise and super high-rise buildings are different, and the cross-sectional forms of some column components on different floors are also very different, if the influence of these vertical deformations is not considered during the design and construction stages, many problems will arise after the structure is built: such as uneven floor slabs, large deformation secondary stresses on the outrigger trusses, plane beams, and some waist trusses and diagonal braces of the structure, which will lead to a decrease in the safety and stability of the overall structure, and then affect the use function of the building. Large vertical deformations will also affect the positioning of the curtain wall and electromechanical pipelines of the building; and as the building is built and put into use for a longer time, this vertical deformation will be further aggravated due to concrete shrinkage and creep.
[0003] After searching, it is found that in the prior art, when monitoring deformation of super high-rise buildings, a level is usually used in conjunction with pre-buried measuring points to detect whether the main beam of the building has compression deformation and horizontal lateral displacement. However, if the measuring points are fixed too tightly during installation, it will cause inconvenience in later removal and fine-tuning. If they are fixed too loosely, it may also cause point damage during the construction process. Therefore, we propose a device for monitoring vertical compression deformation and horizontal lateral displacement of super high-rise buildings, which is not easy to loosen and is easy to dismantle later. Summary of the invention
[0004] In view of the technical problem in the prior art that the observation points are easily accidentally touched and cause point changes when monitoring the vertical compression deformation and horizontal lateral displacement of super high-rise buildings, the present invention adopts the following technical solutions:
[0005] A device for monitoring vertical compression deformation and horizontal lateral displacement of a super high-rise building, comprising a fixed welding block fixed to the side of a corner support steel column near the edge, the fixed welding block being welded to the same position of the corner support steel column on both the bottom base and the high-rise base, the high-rise base being provided with an observation reserved hole near the corner support steel column for measuring the horizontal lateral displacement; four welding feet are fixed to one side of the fixed welding block near the corner support steel column, and the four welding feet are fixed to the four corners of the fixed welding block; an extended nut is fixed to one side of the fixed welding block away from the welding feet near the top, The axis line of the extended nut is perpendicular to the plate surface of the fixed welding block, and a weather-resistant rotating rod seat is fixed on the surface of the fixed welding block below the extended nut; and a horizontal lateral shift monitoring mechanism is arranged on the side of the weather-resistant rotating rod seat; that is, the axis line of the extended nut after welding is perpendicular to the corner supporting steel column; the fixed welding block is a flat rectangular structure, which is attached to the surface of the corner supporting steel column when in use, and slide grooves are provided on both sides of the fixed welding block, and the same protective outer cover is slidably connected between the two slide grooves, and an anti-slip clip that engages with the slide groove is arranged at the opening of the protective outer cover.
[0006] A further configuration of the present invention is that a threaded shaft is screwed into the screw hole of the extended nut, and an insertion notch is opened at the end of the threaded shaft away from the extended nut, and an observation plate is welded and fixed in the insertion notch, the observation plate and the plane where the fixed welding block is located are perpendicular to each other, and the surface of the observation plate is provided with symmetrical scales, and the center of the symmetrical scales is located on the center line of the threaded shaft; the density of the symmetrical scales on both sides of the observation plate is different; by setting the symmetrical scales and the different densities on both sides, when monitoring the vertical compression deformation, it is only necessary to rotate the plate surface of the observation plate to face the horizontal monitoring level on the same layer; the plate with smaller density that is farther away from the horizontal monitoring level is facing the horizontal monitoring level, so that the observation is clearer.
[0007] A further configuration of the present invention is that a ruler slot is formed at one end of the observation plate away from the threaded shaft column, and an auxiliary ruler is clamped in the ruler slot, and a locking bolt for locking the auxiliary ruler is provided on one side of the observation plate.
[0008] A further configuration of the present invention is that the horizontal lateral shift monitoring mechanism includes a fine-tuning mechanism and a horizontal lateral shift monitoring rod 24; a plug-in hole is opened horizontally through the left and right sides of the side of the fixed welding block near the bottom, and the fine-tuning mechanism includes a connecting block fixed to the bottom end of the fixed welding block near the plug-in hole, a right-angle slot is reserved on the side of the connecting block near the fixed welding block, and a plug rod matching the plug-in hole is fixed to the bottom of the right-angle slot; a screw-on ear plate is fixed to the upper surface of the connecting block near the edge of the right-angle slot, and a screw hole matching the screw-on ear plate is opened on the surface of the fixed welding block near the bottom; by arranging a screw-on ear plate matching the screw hole and a plug rod matching the plug-in hole, the connecting block in the fine-tuning mechanism can be more firmly fixed to the bottom end of the fixed welding block, thereby ensuring the stability of the scale during later measurement and adjustment.
[0009] The cam is a vertical cam which is provided with a plurality of grooves and guide rails, each of which is provided with a plurality of grooves and guide rails, and the grooves and guide rails are connected with the plurality of grooves and guide rails respectively.
[0010] A further configuration of the present invention is that a hexagonal hole is opened near the middle of the side of the groove-type slide rail away from the fixed plate seat, and a self-locking nut is embedded in the hexagonal hole, and a positioning bolt is threaded in the self-locking nut; the pushed-out worm can be locked in a horizontal position by the arranged positioning bolt.
[0011] A further arrangement of the present invention is that a horizontal lateral shift monitoring rod with a T-shaped structure is rotatably connected in the weather-resistant rotating rod seat, and the horizontal lateral shift monitoring rod includes a main rotating rod rotatably inserted in the weather-resistant rotating rod seat and a wear-resistant support rod vertically welded to the main rotating rod near the end; a worm gear is fixed to the end of the main rotating rod away from the weather-resistant rotating rod seat, and a fixing bar is fixed to the side of the worm gear away from the wear-resistant support rod, the fixing bar is at the same height and parallel to the wear-resistant support rod, and a spirit level is fixed to the upper surface of the fixing bar, and when the bubbles in the water pipe reach the middle position, it indicates that the wear-resistant support rod has rotated to a horizontal position; the radius of the worm gear is equal to the distance from the main rotating rod to the worm gear, and when the horizontal lateral shift monitoring rod moves horizontally, the worm gear can engage with the worm gear; by providing a worm gear and worm gear that can engage with each other, when the horizontal lateral shift monitoring rod is adjusted horizontally, the adjusting hand wheel can be rotated while observing the spirit level, and after adjustment, the wear-resistant support rod can be prevented from tilting without a self-locking device.
[0012] A further configuration of the present invention is that two positioning rubber rings are sleeved on the outer wall of the main rotating rod of the horizontal lateral displacement monitoring rod, and the positioning rubber rings are located on both sides of the weather-resistant rotating rod seat to ensure that the worm wheel disc no longer produces axial movement after engagement.
[0013] A further arrangement of the present invention is that an adjusting sleeve is slidably sleeved on the end of the wear-resistant support rod of the horizontal lateral displacement monitoring rod, and a clamp is fixed on the end of the adjusting sleeve away from the horizontal lateral displacement monitoring rod, and a cross focusing frame is fixed on the top of the clamp, and a transparent plate is fixed at the inner edge of the cross focusing frame, and a scale is arranged on the transparent plate; the plane where the cross focusing frame is located is parallel to the axis line of the adjusting sleeve; and an anti-twist ridge is reserved on the circumferential outer wall of the wear-resistant support rod, and digital markings are reserved on the upper surface of the anti-twist ridge; and an anti-twist groove is opened on the circumferential inner wall of the adjusting sleeve, which runs through both ends and is adapted to the shape of the anti-twist ridge; ensuring that the cross focusing frame is always in a horizontal position when the adjusting sleeve slides; a semicircular plate is reserved on the end of the wear-resistant support rod away from the main rotating rod, and the semicircular plate coincides with the anti-twist ridge, and The lower surface of the semicircular plate is rotatably connected to a stop rod, and the end of the wear-resistant support rod is provided with a rod rotation groove that is compatible with the stop rod; and a tightening spring is fixed between the bottom of the groove of the rod rotation groove and the upper surface of the stop rod; the two opposite sides of the stop rod are respectively fixed with triangular resistance blocks and semicircular reset blocks at both ends; the circumferential inner wall of the adjusting sleeve is located below the triangular resistance block and is provided with right-angle resistance teeth that are compatible with the triangular resistance block, and the right-angle resistance teeth and the triangular resistance block are engaged with each other; the end of the wear-resistant support rod away from the main rotating rod is provided with a push rod through hole, and a toggle push rod is slidably inserted in the push rod through hole; the end of the toggle push rod close to the stop rod is reserved with a contact ball that is compatible with the semicircular reset block, and the end of the adjusting sleeve close to the main rotating rod is fixed with a pointer that is compatible with the label digital marking on the anti-twist ridge.
[0014] A further configuration of the present invention is that flashing red and blue light beads are provided on the upper surface of the fixed plate seat. By providing the flashing red and blue light beads, the position of the point can be quickly observed when the vertical level is performing vertical direction measurement, so as to know the approximate position of the point and then quickly focus.
[0015] The beneficial effects of the present invention are:
[0016] 1. By setting up four welding feet, not only will the fixed welding block body not be damaged during the later removal, but also if there is a slight deviation during welding, the fixed welding block can be slightly moved by knocking with a hammer.
[0017] 2. By setting up a protective cover with anti-slip strips and a horizontal lateral shift monitoring mechanism plugged into the weather-resistant rotating rod seat, not only can the protective cover that is not easy to fall off be quickly buckled on after monitoring to protect the surface of the fixed welding block, but also the equipment temporarily fixed on the corner supporting steel column can be optimized to the simplest, which can reduce the impact on the later construction and reduce the loss of monitoring equipment.
[0018] 3. By setting an auxiliary ruler plugged into the ruler slot, when monitoring vertical compression deformation, if the settlement of the corner support steel column at that location is too large and has deviated from the maximum scale on the observation plate, the auxiliary ruler can be plugged in to read the numbers and mark them for later correction.
[0019] 4. Through the setting of the adjustment sleeve and the cross focusing frame, when it is necessary to observe whether the points at different heights are offset, you can compare them by observing the position of the light spot printed on each cross focusing frame, and when the adjustment sleeve is sliding, the anti-retraction rod, under the action of the tightening spring, makes the triangular stop block tightly engage with the right-angle stop tooth to form a lock. When it needs to be unlocked, just push the top rod to the side of the cross focusing frame. BRIEF DESCRIPTION OF THE DRAWINGS
[0020] Figure 1 This is a schematic diagram of the overall structure of a super high-rise building vertical compression deformation and horizontal lateral displacement monitoring device proposed by the present invention during monitoring;
[0021] Figure 2 A schematic diagram of the top view of the structure of a super high-rise building vertical compression deformation and horizontal lateral displacement monitoring device proposed by the present invention during monitoring;
[0022] Figure 3 A schematic diagram of the structure of a fixed welding block and a protective outer cover of a super high-rise building vertical compression deformation and horizontal lateral displacement monitoring device proposed by the present invention;
[0023] Figure 4This is a schematic diagram of the structure of a super high-rise building vertical compression deformation and horizontal lateral displacement monitoring device after assembly proposed by the present invention;
[0024] Figure 5 This is a schematic diagram of the other side structure of a super high-rise building vertical compression deformation and horizontal lateral displacement monitoring device after assembly proposed by the present invention;
[0025] Figure 6 A schematic diagram of the assembly structure of a super high-rise building vertical compression deformation and horizontal lateral displacement monitoring device proposed by the present invention;
[0026] Figure 7 A schematic diagram of the structure of a horizontal displacement monitoring rod in a device for monitoring vertical compression deformation and horizontal displacement of a super high-rise building proposed by the present invention;
[0027] Figure 8 This is a schematic diagram of the assembly structure of a seat plate installed in a super high-rise building vertical compression deformation and horizontal lateral displacement monitoring device proposed by the present invention;
[0028] Fig. 9 A schematic diagram of the top view of the horizontal displacement monitoring rod of a device for monitoring vertical compression deformation and horizontal displacement of a super high-rise building proposed by the present invention;
[0029] Fig.10 A super high-rise building vertical compression deformation and horizontal lateral displacement monitoring device proposed by the present invention Fig. 9 Schematic diagram of the cross-sectional structure along line AA;
[0030] Fig.11 A schematic diagram of the explosion structure of a horizontal displacement monitoring rod in a vertical compression deformation and horizontal displacement monitoring device for a super high-rise building proposed by the present invention;
[0031] Fig.12 The invention provides a schematic diagram of the half-section structure of an adjusting sleeve in a device for monitoring vertical compression deformation and horizontal lateral displacement of a super high-rise building.
[0032] In the figure: 1, bottom base; 2, leveling instrument for horizontal monitoring; 3, high-level base; 4, protective cover; 401, anti-skid strip; 5, corner support steel column; 6, reserved observation hole; 7, extension nut; 8, observation plate; 801, threaded shaft column; 802, ruler slot; 9, fixed welding block; 901, welding foot; 902, slide; 903, weather-resistant rotating rod seat; 10, adjustment sleeve; 11, cross-focusing frame; 12, vertical level; 13, transparent plate; 14, clamp; 15, adjustment hand wheel; 16, shaft rod seat; 17, positioning bolt; 18, strip Slider 1; 19, grooved slide rail; 191, hexagonal hole; 20, fixed plate seat; 21, connecting block; 2101, plug rod; 2102, right-angle slot; 2103, rectangular socket; 22, auxiliary scale; 23, worm wheel; 24, horizontal lateral shift monitoring rod; 2401, anti-twist ridge; 2402, push rod rotation groove; 2403, push rod through hole; 25, push rod; 26, worm; 27, level; 28, strip slider 2; 29, tightening spring; 30, stop push rod; 31, right-angle push tooth; 32, pointer; 33, anti-twist groove. DETAILED DESCRIPTION
[0033] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments.
[0034] In this embodiment, refer to Figure 1-12, a super high-rise building vertical compression deformation and horizontal lateral displacement monitoring device, comprising a fixed welding block 9 fixed to the side of the corner support steel column 5 near the edge, the fixed welding block 9 is welded to the same position of the corner support steel column 5 on the bottom base 1 and the high-rise base 3, and the high-rise base 3 is provided with an observation reserved hole 6 near the corner support steel column 5 to measure the horizontal lateral displacement; four welding legs 901 are fixed to the side of the fixed welding block 9 near the corner support steel column 5, and the four welding legs 901 are fixed to the fixed welding block 9 near the four corners, by setting the four welding legs 901, not only will the fixed welding block 9 body not be damaged during the later removal, but also if there is a slight deviation during welding, the fixed welding block 9 can be slightly moved by hammering; an extended nut 7 is fixed to the side of the fixed welding block 9 away from the welding leg 901 near the top, and the axis of the extended nut 7 is perpendicular to the plate surface of the fixed welding block 9, and the fixed welding block 9 A weather-resistant rotating rod seat 903 is fixed on the surface below the extended nut 7; and a horizontal lateral shift monitoring mechanism is arranged on the side of the weather-resistant rotating rod seat 903; that is, the axis line of the extended nut 7 after welding is perpendicular to the corner support steel column 5; the fixed welding block 9 is a flat rectangular structure, which is attached to the surface of the corner support steel column 5 when in use, and slide grooves 902 are opened on the left and right sides of the fixed welding block 9, and the same protective outer cover 4 is slidably connected between the two slide grooves 902, and the opening of the protective outer cover 4 is provided with an anti-slip clip 401 that engages with the slide groove 902; by providing a protective outer cover 4 with an anti-slip clip 401 and a horizontal lateral shift monitoring mechanism plugged into the weather-resistant rotating rod seat 903, not only can the protective outer cover 4 that is not easy to fall off be quickly buckled after monitoring to protect the surface of the fixed welding block 9, but also the equipment temporarily fixed on the corner support steel column 5 is optimized to the simplest, which reduces the impact on the later construction and reduces the loss of the monitoring equipment.
[0035] A threaded shaft column 801 is screwed into the screw hole of the extended nut 7, and an insertion notch is opened at the end of the threaded shaft column 801 away from the extended nut 7, and an observation plate 8 is welded and fixed in the insertion notch. The observation plate 8 and the plane where the fixed welding block 9 are located are perpendicular to each other, and the surface of the observation plate 8 is provided with symmetrical scales, and the center of the symmetrical scales is located on the center line of the threaded shaft column 801; the density of the symmetrical scales on both sides of the observation plate 8 is different; by setting the symmetrical scales and the different densities on both sides, when monitoring the vertical compression deformation, it is only necessary to rotate the plate surface of the observation plate 8 to face the horizontal monitoring level 2 on the same layer; the plate with smaller density that is farther away from the horizontal monitoring level 2 is facing the horizontal monitoring level 2, so that the observation is clearer.
[0036] Please refer to Figure 4-6A ruler slot 802 is provided at one end of the observation plate 8 away from the threaded shaft column 801, and an auxiliary ruler 22 is clamped in the ruler slot 802, and a locking bolt for locking the auxiliary ruler 22 is provided on one side of the observation plate 8; by providing the auxiliary ruler 22 inserted in the ruler slot 802, when monitoring the vertical compression deformation, if the settlement of the corner supporting steel column 5 at that location is too large and has deviated from the maximum scale on the observation plate 8, the auxiliary ruler 22 can be inserted at this time for reading and marking, so as to facilitate later corrections.
[0037] Please refer to Figure 5-6 The horizontal lateral shift monitoring mechanism includes a fine-tuning mechanism and a horizontal lateral shift monitoring rod 24; a plug-in hole is opened horizontally through the left and right sides of the side of the fixed welding block 9 near the bottom, and the fine-tuning mechanism includes a connecting block 21 fixed to the bottom end of the fixed welding block 9 near the plug-in hole, and a right-angle slot 2102 is reserved on the side of the connecting block 21 near the fixed welding block 9, and a plug-in rod 2101 adapted to the plug-in hole is fixed to the bottom of the right-angle slot 2102; a screw-connected ear plate is fixed to the upper surface of the connecting block 21 near the edge of the right-angle slot 2102, and a screw hole adapted to the screw-connected ear plate is opened on the surface of the fixed welding block 9 near the bottom; by arranging a screw-connected ear plate adapted to the screw hole and a plug-in rod 2101 adapted to the plug-in hole, the connecting block 21 in the fine-tuning mechanism can be more firmly fixed to the bottom end of the fixed welding block 9, thereby ensuring the stability of the scale during later measurement and adjustment.
[0038] Please refer to Figure 5-6 and Figure 8 A fixed plate seat 20 is fixed on the side of the connecting block 21 away from the fixed welding block 9, and a grooved slide rail 19 with an opening extending horizontally upward is fixed on the side of the fixed plate seat 20 away from the connecting block 21; a strip slider 18 is slidably connected in the grooved slide rail 19; a rectangular plug hole 2103 is provided through the side of the connecting block 21, and a strip slider 28 is slidably inserted in the rectangular plug hole 2103, the strip slider 18 and the strip slider 28 are parallel to each other, and the upper surface of the same end of the strip slider 18 and the strip slider 28 is fixed with a shaft rod clamp Seat 16, the axis lines of the two shaft rod clamping seats 16 are on the same straight line and are skewed and perpendicular to the axis line of the weather-resistant rotating rod seat 903; and the same worm 26 is rotatably connected between the two shaft rod clamping seats 16, and an adjusting hand wheel 15 is fixed to the end of the worm 26 away from the fixed welding block 9; through the set fine-tuning mechanism, not only is it convenient to disassemble and assemble, but the horizontal position of the worm 26 can be moved left and right to avoid collision with the edges of the corner supporting steel column 5, and the position tolerance of the fixed welding block 9 during welding is increased, thereby reducing the difficulty of installation.
[0039] Please refer to Figure 6 and Figure 8A hexagonal hole 191 is opened near the middle of the grooved slide rail 19 away from the fixed plate seat 20, and a self-locking nut is embedded in the hexagonal hole 191, and a positioning bolt 17 is threaded in the self-locking nut; the pushed-out worm 26 can be locked in a horizontal position by the provided positioning bolt 17.
[0040] Please refer to Figure 5-6 A T-shaped horizontal lateral displacement monitoring rod 24 is rotatably connected in the weather-resistant rotating rod seat 903, and the horizontal lateral displacement monitoring rod 24 includes a main rotating rod rotatably inserted in the weather-resistant rotating rod seat 903 and a wear-resistant support rod vertically welded to the main rotating rod near the end; a worm gear 23 is fixed to the end of the main rotating rod away from the weather-resistant rotating rod seat 903, and a fixing strip is fixed to the side of the worm gear 23 away from the wear-resistant support rod, the fixing strip is at the same height and parallel to the wear-resistant support rod, and a level 27 is fixed to the upper surface of the fixing strip. The level 27 in this embodiment is a worm gear with air left inside. When the bubbles in the water pipe reach the middle position, it means that the wear-resistant support rod has rotated to the horizontal position; the radius of the worm wheel 23 is equal to the distance from the main rotating rod to the worm 26, and when the horizontal lateral displacement monitoring rod 24 moves horizontally, the worm wheel 23 can mesh with the worm 26; by setting the worm wheel 23 and the worm 26 that can mesh with each other, when the horizontal lateral displacement monitoring rod 24 is adjusted horizontally, the adjusting hand wheel 15 can be turned while observing the spirit level 27. After adjustment, the wear-resistant support rod can be prevented from tilting without the need for a self-locking device.
[0041] Please refer to Figure 6 The outer wall of the main rotating rod of the horizontal lateral displacement monitoring rod 24 is sleeved with two positioning rubber rings, and the positioning rubber rings are located on both sides of the weather-resistant rotating rod seat 903 to ensure that the worm wheel 23 no longer produces axial movement after engagement.
[0042] Please refer to Figure 9-12The end of the wear-resistant support rod of the horizontal lateral displacement monitoring rod 24 is slidably sleeved with an adjusting sleeve 10, and a clamp 14 is fixed to the end of the adjusting sleeve 10 away from the horizontal lateral displacement monitoring rod 24, and a cross focusing frame 11 is fixed to the top of the clamp 14, and a transparent plate 13 is fixed to the inner edge of the cross focusing frame 11, and a scale is set on the transparent plate 13; the plane where the cross focusing frame 11 is located is parallel to the axis of the adjusting sleeve 10; and the circumferential outer wall of the wear-resistant support rod is reserved with an anti-twist rib 2401, and the anti-twist rib 24 01 is reserved with digital markings on its upper surface; and the inner circumferential wall of the adjusting sleeve 10 is provided with anti-twist grooves 33 that penetrate through both ends and match the shape of the anti-twist rib 2401; ensuring that the cross focus frame 11 is always in a horizontal position when the adjusting sleeve 10 slides; a semicircular plate is reserved at one end of the wear-resistant support rod away from the main rotating rod, the semicircular plate coincides with the anti-twist rib 2401, and a stop rod 30 is rotatably connected to the lower surface of the semicircular plate, and a stop rod rotation groove 2 that matches the stop rod 30 is opened at the end of the wear-resistant support rod 402; and a tightening spring 29 is fixed between the bottom of the groove 2402 of the lever rotation groove and the upper surface of the stop lever 30; the two opposite sides of the stop lever 30 are respectively fixed with triangular blocks and semicircular reset fasteners; the inner wall of the circumference of the adjusting sleeve 10 is located below the triangular block and is provided with a right-angled tooth 31 adapted to the triangular block, and the right-angled tooth 31 and the triangular block are engaged with each other; the end of the wear-resistant support rod away from the main rotating rod is provided with a push rod through hole 2403, and a toggle is slidably inserted in the push rod through hole 2403 Push rod 25; a resistance ball matched with the semicircular reset fastener is reserved at one end of the push rod 25 close to the back-stopping rod 30, and a pointer 32 matched with the label number mark on the anti-twist ridge 2401 is fixed at one end of the adjusting sleeve 10 close to the main rotating rod; when the adjusting sleeve 10 is sliding, the back-stopping rod 30, under the action of the tightening spring 29, makes the triangular resistance block tightly engage with the right-angle resistance tooth 31 to form a lock. When unlocking is required, just push the push rod 25 toward the side of the cross focusing frame 11.
[0043] Please refer to Figure 8 The upper surface of the fixed plate seat 20 is provided with flashing red and blue light beads. By providing the flashing red and blue light beads, the position of the point can be quickly observed when the vertical level 12 performs vertical direction measurement, so as to know the approximate position of the point and then quickly focus.
[0044] When the device is in use, after the corner support columns 5 on the first layer, i.e. the bottom base 1, are fixed, a measurement is performed, at which time the fixed welding blocks 9 are welded and fixed on the pre-marked elevation, and then, during the calibration, if there is a slight difference in height during the calibration and it is within the adjustable range, it is corrected by knocking with a hammer; after the welding and installation are completed, all the fixed welding blocks 9 are buckled with the protective cover 4; when the construction of N layers is completed, the protective cover 4 of the bottom layer is removed, and the fine-tuning mechanism and the horizontal lateral displacement monitoring rod 24 are installed, and then the horizontal displacement monitoring rod 24 is leveled; the worm wheel 23 and the worm 26 that can mesh with each other are provided, and when the horizontal lateral displacement monitoring rod 24 is adjusted horizontally, the level 27 is observed while the adjusting hand wheel 15 is turned, and after the adjustment, the wear-resistant support rod can be prevented from tilting without the need for a self-locking device; after the adjustment, the vertical level 12 is placed Below the center of the cross-focus frame 11 of the bottom layer, and shine light upward to observe whether the position of the light spot of each layer is offset; when performing vertical compression deformation monitoring, the horizontal lateral displacement monitoring mechanism is removed, and only the observation plate 8 is installed on the extended nut 7; through the setting of symmetrical scales and different densities on both sides, when performing vertical compression deformation monitoring, it is only necessary to rotate the surface of the observation plate 8 to face the horizontal monitoring level 2 of the same layer; the surface with lower density that is farther away from the horizontal monitoring level 2 is facing the horizontal monitoring level 2 to make the observation clearer; by setting an auxiliary ruler 22 inserted in the ruler slot 802, when performing vertical compression deformation monitoring, if the settlement of the corner support steel column 5 at this location is too large and has deviated from the maximum scale on the observation plate 8, the auxiliary ruler 22 can be plugged in at this time for reading and marking for later correction.
[0045] The above description is only a preferred specific implementation manner of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can make equivalent replacements or changes according to the technical scheme and inventive concept of the present invention within the technical scope disclosed by the present invention, which should be covered by the protection scope of the present invention.
Claims
1. A super high-rise building vertical compression deformation and horizontal lateral displacement monitoring device, comprising a fixed welding block (9) fixed to the side of a corner support steel column (5) near the edge, the fixed welding block (9) being welded to the same position of the corner support steel column (5) on both the bottom base (1) and the high-rise base (3), characterized in that: The high-rise base (3) is provided with an observation reserved hole (6) at a position close to the corner support steel column (5) for measuring the horizontal lateral displacement; the fixed welding block (9) is fixed with four welding legs (901) on one side close to the corner support steel column (5), and the four welding legs (901) are fixed near the four corners of the fixed welding block (9); the fixed welding block (9) is fixed with an extended nut (7) near the top end on one side away from the welding legs (901), and the axis of the extended nut (7) is perpendicular to the plate surface of the fixed welding block (9), and the fixed welding block (9) is fixed with an extended nut (7) near the top end. ) is fixed with a weather-resistant rotating rod seat (903) on the surface below the extended nut (7); and a horizontal lateral movement monitoring mechanism is arranged on the side of the weather-resistant rotating rod seat (903); the fixed welding block (9) is a flat rectangular parallelepiped structure, and is attached to the surface of the corner support steel column (5) when in use, and the left and right sides of the fixed welding block (9) are both provided with sliding grooves (902), and the same protective outer cover (4) is slidably connected between the two sliding grooves (902), and an anti-slip clip (401) engaged with the sliding groove (902) is arranged at the opening of the protective outer cover (4); The horizontal lateral displacement monitoring mechanism comprises a fine adjustment mechanism and a horizontal lateral displacement monitoring rod (24); a plug hole is provided on the side of the fixed welding block (9) near the bottom end thereof and runs horizontally through the left and right sides thereof, and the fine adjustment mechanism comprises a connecting block (21) fixed to the bottom end of the fixed welding block (9) near the plug hole; a right-angled slot (2102) is reserved on one side of the connecting block (21) near the fixed welding block (9), and a plug rod (2101) matching the plug hole is fixed to the bottom of the right-angled slot (2102); a screw-connecting ear plate is fixed to the upper surface of the connecting block (21) near the edge of the right-angled slot (2102), and a screw hole matching the screw-connecting ear plate is provided on the surface of the fixed welding block (9) near the bottom end thereof; A fixed plate seat (20) is fixed on a side of the connection block (21) away from the fixed welding block (9), and a grooved slide rail (19) with an opening extending horizontally upward is fixed on a side of the fixed plate seat (20) away from the connection block (21); a strip-shaped slider (18) is slidably connected to the grooved slide rail (19); a rectangular plug hole (2103) is provided through the side of the connection block (21), and a strip-shaped slider (28) is slidably plugged into the rectangular plug hole (2103); the strip-shaped slider (28) is slidably connected to the grooved slide rail (19); The slider 1 (18) and the strip slider 2 (28) are parallel to each other, and a shaft rod holder (16) is fixed to the upper surface of the same end of the strip slider 1 (18) and the strip slider 2 (28), and the axis lines of the two shaft rod holders (16) are on the same straight line and are skewed and perpendicular to the axis line of the weather-resistant rotating rod seat (903); and the two shaft rod holders (16) are rotatably connected to the same worm (26), and an adjusting hand wheel (15) is fixed to the end of the worm (26) away from the fixed welding block (9).
2. A super high-rise building vertical compression deformation and horizontal lateral displacement monitoring device according to claim 1, characterized in that: A threaded shaft column (801) is screwed into the screw hole of the extended nut (7), and an insertion notch is formed at one end of the threaded shaft column (801) away from the extended nut (7), and an observation plate (8) is welded and fixed in the insertion notch, the observation plate (8) and the plane where the fixed welding block (9) is located are perpendicular to each other, and a symmetrical scale is provided on the surface of the observation plate (8), and the center of the symmetrical scale is located on the center line of the threaded shaft column (801); the density of the symmetrical scales on both sides of the observation plate (8) is different.
3. A super high-rise building vertical compression deformation and horizontal lateral displacement monitoring device according to claim 2, characterized in that: A ruler slot (802) is formed at one end of the observation plate (8) away from the threaded shaft column (801), and an auxiliary ruler (22) is clamped in the ruler slot (802). A locking bolt for locking the auxiliary ruler (22) is provided on one side of the observation plate (8).
4. The device for monitoring vertical compression deformation and horizontal lateral displacement of a super high-rise building according to claim 1, characterized in that: A hexagonal hole (191) is formed near the middle of one side of the grooved slide rail (19) away from the fixed plate seat (20), and a self-locking nut is embedded in the hexagonal hole (191), wherein a positioning bolt (17) is threadedly connected to the self-locking nut.
5. A super high-rise building vertical compression deformation and horizontal lateral displacement monitoring device according to claim 4, characterized in that: A T-shaped horizontal lateral displacement monitoring rod (24) is rotatably connected in the weather-resistant rotating rod seat (903), and the horizontal lateral displacement monitoring rod (24) comprises a main rotating rod rotatably plugged into the weather-resistant rotating rod seat (903) and a wear-resistant support rod vertically welded to the main rotating rod near the end; a worm wheel (23) is fixed to one end of the main rotating rod away from the weather-resistant rotating rod seat (903), and a fixing bar is fixed to the side of the worm wheel (23) away from the wear-resistant support rod, the fixing bar is at the same height and parallel to the wear-resistant support rod, and a level (27) is fixed to the upper surface of the fixing bar, and when the bubble in the water pipe reaches the middle position, it indicates that the wear-resistant support rod has rotated to a horizontal position; the radius of the worm wheel (23) is equal to the distance from the main rotating rod to the worm (26), and when the horizontal lateral displacement monitoring rod (24) moves horizontally, the worm wheel (23) can mesh with the worm (26).
6. A super high-rise building vertical compression deformation and horizontal lateral displacement monitoring device according to claim 5, characterized in that: Two positioning rubber rings are sleeved on the outer wall of the main rotating rod of the horizontal lateral displacement monitoring rod (24), and the positioning rubber rings are located on both sides of the weather-resistant rotating rod seat (903).
7. A super high-rise building vertical compression deformation and horizontal lateral displacement monitoring device according to claim 6, characterized in that: The end of the wear-resistant support rod of the horizontal lateral displacement monitoring rod (24) is slidably sleeved with an adjustment sleeve (10), and a clamp (14) is fixed to the end of the adjustment sleeve (10) away from the horizontal lateral displacement monitoring rod (24), and a cross focusing frame (11) is fixed to the top of the clamp (14), and a transparent plate (13) is fixed to the inner edge of the cross focusing frame (11), and a scale is provided on the transparent plate (13); the plane where the cross focusing frame (11) is located is parallel to the axis of the adjustment sleeve (10); and the circumferential outer wall of the wear-resistant support rod is reserved with an anti-twist ridge (2401), and the upper surface of the anti-twist ridge (2401) is reserved with a digital mark; and the circumferential inner wall of the adjustment sleeve (10) is provided with an anti-twist groove (33) that runs through both ends and matches the shape of the anti-twist ridge (2401); A semicircular plate is reserved at one end of the wear-resistant support rod away from the main rotating rod, the semicircular plate coincides with the anti-twist ridge (2401), and a stop-retracting push rod (30) is rotatably connected to the lower surface of the semicircular plate, and a push rod rotation groove (2402) adapted to the stop-retracting push rod (30) is opened at the end of the wear-resistant support rod; and a tightening spring (29) is fixed between the groove bottom of the push rod rotation groove (2402) and the upper surface of the stop-retracting push rod (30); triangular push blocks and semicircular reset blocks are respectively fixed at both ends of the two opposite sides of the stop-retracting push rod (30); the circumferential inner wall of the adjusting sleeve (10) is located at A right-angle tooth (31) matched with the triangular resisting block is provided below the triangular resisting block, and the right-angle tooth (31) and the triangular resisting block are engaged with each other; a push rod through hole (2403) is provided at one end of the wear-resistant support rod away from the main rotating rod, and a toggle push rod (25) is slidably inserted in the push rod through hole (2403); a contact ball matched with a semicircular reset fastener is reserved at one end of the toggle push rod (25) close to the stop push rod (30), and a pointer (32) matched with the label number mark on the anti-twist convex ridge (2401) is fixed at one end of the adjustment sleeve (10) close to the main rotating rod.
8. The device for monitoring vertical compression deformation and horizontal lateral displacement of a super high-rise building according to claim 1, characterized in that: The upper surface of the fixed plate seat (20) is provided with flashing red and blue lamp beads.
Citation Information
Patent Citations
Building deformation monitoring device
CN115235426A
Device for measuring deformation of building component
CN221425586U