CN217839669U - But roof beam support is prevented falling in height-adjusting's intelligence dynamometry shock attenuation - Google Patents

But roof beam support is prevented falling in height-adjusting's intelligence dynamometry shock attenuation Download PDF

Info

Publication number
CN217839669U
CN217839669U CN202220937703.7U CN202220937703U CN217839669U CN 217839669 U CN217839669 U CN 217839669U CN 202220937703 U CN202220937703 U CN 202220937703U CN 217839669 U CN217839669 U CN 217839669U
Authority
CN
China
Prior art keywords
plate
bedplate
support
support body
channel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202220937703.7U
Other languages
Chinese (zh)
Inventor
郑大江
肇云亮
龙海军
曾海强
磨卫礼
黄翔飞
黄宗勋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nanning Wanting Engineering Project Management Co ltd
Original Assignee
Nanning Wanting Engineering Project Management Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nanning Wanting Engineering Project Management Co ltd filed Critical Nanning Wanting Engineering Project Management Co ltd
Priority to CN202220937703.7U priority Critical patent/CN217839669U/en
Application granted granted Critical
Publication of CN217839669U publication Critical patent/CN217839669U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)

Abstract

The utility model discloses a roof beam support is prevented falling in height-adjustable's intelligence dynamometry shock attenuation, which comprises a support body, the support body includes the bedplate, bedplate down, annular confined tensile piece and spherical crown welt, spherical crown welt top surface and last bedplate plane contact, spherical crown welt bottom surface and lower bedplate sphere contact, go up bedplate top surface, the first channel that is equipped with a plurality of logical lengths respectively is established to lower bedplate bottom surface, the second channel, the tensile piece includes the four sections, first section embedding is in first channel, the second section embedding is in the second channel that corresponds, support body both sides are located to third section and fourth section symmetry, the four sections tensile piece is inboard with support body cuff at the tensile piece, lower bedplate bottom surface is equipped with dynamometry adjustment mechanism, dynamometry adjustment mechanism includes drive arrangement and the sensor of monitoring support body atress, be connected with connecting device between dynamometry adjustment mechanism and the support body. The utility model discloses realize the cable support altitude mixture control, the atress monitoring, and can directly carry out altitude mixture control on the device.

Description

But roof beam support is prevented falling in height-adjusting's intelligence dynamometry shock attenuation
Technical Field
The utility model relates to a track traffic structural engineering technical field also can be applied to structural engineering fields such as highway, municipal administration, building, concretely relates to but beam support is prevented falling in height-adjusting's intelligence dynamometry shock attenuation.
Background
China is vast in breadth, numerous in mountains and rivers, and river-crossing bridges and road bridges are even countless. In many areas, bridges are the key of road smoothness, especially in recent years, earthquakes frequently occur, when earthquake disasters come, the damage of bridges in earthquake areas, if the most serious, such as beam falling, directly causes the interruption of life lines, hinders the progress of disaster relief actions, increases lives and properties and indirect economic losses, and brings difficulty to recovery and reconstruction after disasters. Therefore, the improvement of the seismic performance of the bridge is not easy.
The existing method for improving the seismic performance of the bridge is to adopt a support with the seismic performance, and specifically comprises a friction pendulum seismic isolation support, a stay cable seismic isolation support, a lead core seismic isolation rubber support and a high-damping seismic isolation rubber support. The friction pendulum seismic mitigation and isolation support adopts a simple pendulum principle to absorb shock, the shock absorption effect is obvious, but vertical displacement can be generated in the swing process, the side internal force influence is added to the structure, and the service life of the support is short; the lead core vibration isolation rubber support and the high-damping vibration isolation rubber support have good energy consumption capability and self-resetting capability, but are low in bearing capacity and poor in rubber aging resistance. The inhaul cable shock absorption support can solve the problems, displacement between the upper support plate and the lower support plate when the inhaul cable is additionally arranged on the side face of the support to reduce earthquake can be effectively prevented from falling, and the anti-seismic performance is improved.
After the bridge is built, due to the influence of different geological conditions, the abutments settle within a certain period, and the influence of factors such as manufacturing precision, construction errors and the like causes the redistribution of internal force of the bridge structure, and for the reasons such as construction errors, abutment settlement and the like, the beam body which is supposed to be supported by four points is in a three-point support state, so that disastrous accidents can occur.
In the whole process from design, construction to operation, the bridge is influenced by various factors such as manufacturing precision, construction error control, later-stage geological uneven settlement and the like, the bridge structure is difficult to ensure that all supporting points are stressed uniformly, and the phenomena of local overload and void appear endlessly, so that the safety and the service performance of the structure are greatly influenced. Therefore, the stress condition of the bridge inhaul cable support can be known in time, and the adjustment can be controlled in time when the unloading and emptying symptoms of the support appear, so that the condition that the structure is unevenly stressed can be effectively avoided, and disastrous accidents of the bridge caused by uneven stress can be avoided to the maximum extent.
At present, because the cable support receives the upper portion load effect, need adopt the vertical jacking roof beam body release load rear of jack to adjust when increaseing, waste time and energy, inefficiency, and because the dead weight of the roof beam body is great, just need the jack of sufficient quantity just can produce enough big vertical force and make the roof beam body by the jacking, the synchronism is relatively poor, and can not directly carry out altitude mixture control on the device, in addition, the unable accurate grasp of stress state around the guy cable formula support altitude mixture control.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a but height-adjusting's intelligence dynamometry shock attenuation prevents roof beam support that falls for under the prerequisite that need not vertical back timber, through the relation of horizontal force commentaries on classics vertical force, realize cable support altitude mixture control, the atress monitoring, and can directly carry out altitude mixture control on the device.
In order to solve the technical problem, the utility model discloses a following scheme:
the utility model provides an intelligence dynamometry shock attenuation anti falling roof beam support of adjustable height, including the support body, the support body includes the upper base plate, lower bedplate, annular confined tensile piece and be located the upper base plate, the spherical crown welt between the lower bedplate, spherical crown welt top surface and upper base plate bottom surface plane contact, spherical crown welt bottom surface and lower bedplate top surface sphere contact, the upper base plate top surface, lower bedplate bottom surface are established and are equipped with a plurality of through-length first channels respectively, the second channel, first channel, the second channel corresponds each other, tensile piece includes the four sections, first section embedding is in the first channel, the second section embedding is in the second channel that corresponds, third section and fourth section symmetry are located support body both sides, the four sections tensile piece is with support body cuff inboard at annular confined tensile piece, lower bedplate bottom surface is equipped with dynamometry adjustment mechanism, dynamometry adjustment mechanism includes that its drive arrangement that carries out height control to the support body and monitors the sensor of support body atress, be connected with connecting device between dynamometry adjustment mechanism and the support body.
Optionally, the bottom surface of the upper seat plate is provided with a limiting plate located outside the lower seat plate, and the side surface of the limiting plate is close to and does not contact with the top end of the upper seat plate.
Optionally, a sealing plate for covering and protecting the first section of the tensile member and the first channel is arranged on the top surface of the upper base plate.
Optionally, the bottom surface of the spherical cap lining plate is a convex spherical surface, the top surface of the lower base plate is a concave spherical surface matched with the convex spherical surface, a planar sliding plate is embedded into the top surface of the spherical cap lining plate, and a matched spherical sliding plate is embedded into the bottom surface of the spherical cap lining plate.
Optionally, the annular closed tensile member is integrally formed or formed by locking and connecting, and the tensile member is any one of a steel wire rope, a steel strand or a chain.
Optionally, the dynamometry adjustment mechanism includes the roof, the bottom plate and be located the roof, two symmetrical wedge between the bottom plate, the roof is with the second section of tensile piece, the second channel covers the protection, the top surface of wedge is inclined plane or curved surface contact with the bottom surface of roof, the bottom surface and the bottom plate top surface plane of wedge, inclined plane or curved surface contact, the wedge top surface, the bottom surface is equipped with the first mounting groove that is used for imbedding the antifriction plate, the first mounting groove outside is equipped with the second mounting groove that is used for imbedding the sealing washer, be equipped with the sensor of being connected with external data acquisition system between two wedges, the tip at bottom plate and last bedplate is connected respectively at the connecting device both ends, two wedges relative motion make the high of roof rise or descend under the drive arrangement effect.
Optionally, the driving device comprises a power source, a first base and a second base, the first base is fixed at the front end and the rear end of one wedge-shaped block, the power source is connected with an external controller, the power source is a hydraulic cylinder or an air cylinder, the second base is fixed at the front end and the rear end of the other wedge-shaped block, the power source is installed on the first base, and an output shaft of the power source is in contact with or connected with the second base.
Optionally, first base includes arc, lower arc and mounting panel, goes up the arc, lower arc fixes respectively at a wedge front and back end, goes up the arc, constitutes the installation cavity that is used for installing the power supply down between the arc, and the power supply terminal surface is fixed on the mounting panel, goes up the arc, is equipped with in the lower arc outside and is used for the tight splint of power device clamp, and the splint side is equipped with the fixed slot that matches with the arcwall face of two arcs.
Optionally, the second base includes connecting plate, atress board, and the connecting plate is fixed at another wedge front and back end, and the atress board is connected with the connecting plate side is perpendicular, and the side of atress board is connected or contacts with the output shaft of power supply, is equipped with the sensor of being connected with external data acquisition system between atress board and the power supply output shaft, is equipped with the reinforcing plate between connecting plate and the atress board.
Optionally, the connecting device comprises an upper fixing plate and a lower fixing plate which are L-shaped, the vertical part of the upper fixing plate is connected with the end part of the upper fixing plate, the vertical part of the lower fixing plate is connected with the end part of the bottom plate, the horizontal parts of the upper fixing plate and the lower fixing plate are arranged oppositely, and the two horizontal parts are connected into a whole through bolts.
The utility model discloses beneficial effect who has:
1. in the utility model, because the top surface of the spherical crown lining plate is in plane contact with the upper seat plate, the stay cable support can adapt to the translation of the beam body under normal working conditions, and the bottom surface of the stay cable support is in spherical contact with the lower seat plate, so that when an earthquake occurs, the stay cable support can realize the energy consumption of rotational friction through the rotation between the spherical crown lining plate and the lower seat plate, and is used for reducing the influence of earthquake force on the beam body; each tensile member is independently arranged, when the tensile member has a problem and needs to be replaced, the tensile member with the problem only needs to be independently replaced, and other tensile members can be normally used, so that the later maintenance cost of the stay cable support is reduced; simultaneously, the concrete structure of the upper and lower seat board direct contact bridge roof beam body and pier of current bridge beam supports, and the roof beam body displacement that the current of vehicle caused on the bridge floor will lead to constantly producing the friction between upper and lower seat board and the concrete structure, and the upper and lower seat board wearing and tearing are serious in the time of the year, will seriously influence the life of support, and in this embodiment, upper and lower seat board direct and tensile member contact, and the friction is less, can effectively improve bridge beam supports life.
2. The utility model discloses set up the shrouding above last bedplate, the roof of bedplate bottom surface down also can regard as the shrouding to use, and the cable drops from the channel in the time of can effectively avoiding the earthquake, improves the shock attenuation effect of support. Meanwhile, the stay cable and the channel are covered with concrete due to the fact that the tensile piece and the channel are exposed, cleaning is not easy, and the service life of the support is shortened due to the fact that the stay cable and the channel are rubbed by the concrete in the use process of the support.
3. The utility model discloses can regard as the support of bridge, building or other engineering structures for to the test and the monitoring of the additional load that various loads produced including static load, dynamic load, impact load, earthquake load, temperature variation, and eliminate because reasons such as basic settlement cause the impact and the vibration that the fulcrum takes off the sky probably arouses.
4. The utility model utilizes the wedge-shaped block to decompose the vertical load acting on the force measuring adjusting mechanism into horizontal components according to a certain proportion, and the horizontal components are measured by a plurality of sensors which are horizontally arranged and an external data acquisition system, and the horizontal load acting on the force measuring adjusting mechanism can be measured by the same group of sensors and the external data acquisition system at the same time; the sensor can adopt a resistance strain type sensor with high response frequency, and can realize the test of dynamic load.
5. The utility model discloses when the basis takes place to subside and leads to the support body to take off the time spent, utilize the data that external data acquisition system gathered to measure the load after wireless network transmission to remote computer analysis processes, report to the police when unusual appearing, remote computer instruction is received to corresponding controller, controller control power supply promotes the wedge and keeps away from each other and make the roof rise, and then with the cable support top height above, the controller can control a plurality of power supplies and exert the effort in step, make the stability of support body when altitude mixture control better; when the support body needs to be adjusted in height under the stressed state, the support height adjustment can be realized by utilizing the power source to realize very low horizontal force, the support is adjusted without vertically jacking the beam body, time and labor are saved, and the height adjustment control can be directly performed on the force measuring adjusting mechanism.
6. Electric signals generated after the sensor is subjected to pressure are transmitted to a data acquisition system through a wireless or wired network, collected, analyzed and processed to measure load, and by combining the inclination angle and the friction coefficient of the wedge-shaped block, the wedge-shaped block is subjected to mechanical balance decomposition to reversely obtain vertical load, so that the vertical force of the upper support body can be calibrated.
Drawings
FIG. 1 is a schematic view of a half-section structure of the present invention;
FIG. 2 is a schematic side half-section view of FIG. 1;
FIG. 3 is a schematic structural view of the upper seat plate;
FIG. 4 is a schematic structural view of the lower seat plate;
FIG. 5 is a schematic cross-sectional view of a wedge block;
FIG. 6 is a schematic view of the tensile member construction;
FIG. 7 is a schematic view of an assembly structure of the driving device and two bases;
FIG. 8 is a schematic perspective view of the connection of the first base and the wedge;
FIG. 9 is a schematic plan view of the first base coupled to the wedge;
FIG. 10 is a schematic view of the splint;
FIG. 11 is a perspective view of the second base in connection with the wedge;
FIG. 12 is an enlarged view of a portion of FIG. 11 at A;
fig. 13 is another structural view of the tension member.
Reference numerals: 1-upper seat plate, 2-lower seat plate, 3-spherical cap liner plate, 4-sealing plate, 5-planar sliding plate, 6-spherical sliding plate, 7-top plate, 8-bottom plate, 9-wedge block, 10-sensor, 11-tensile member, 110-first section, 111-second section, 113-third section, 112-fourth section, 12-anchor bolt, 13-dust cap, 14-upper fixing plate, 15-lower fixing plate, 16-first pedestal, 17-lock catch, 18-wear-resisting plate, 19-seal removal, 20-power source, 21-first channel, 22-second channel, 23-positioning bolt, 24-second pedestal, 25-reinforcing rib, 26-connecting plate, 27-stress plate, 28-first mounting groove, 29-second mounting groove, 30-upper arc plate, 31-lower arc plate, 32-mounting plate, 33-mounting cavity, 34-clamping plate, 35-fixing groove, 36-reinforcing plate, 37-limiting plate.
Detailed Description
The present invention will be described in further detail with reference to the following examples and drawings, but the present invention is not limited thereto.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "longitudinal", "lateral", "horizontal", "inner", "outer", "front", "rear", "top", "bottom", and the like indicate the position or positional relationship based on the position or positional relationship shown in the drawings, or the position or positional relationship which is usually placed when the product of the present invention is used, and the terms are only for convenience of description of the present invention and simplifying the description, but do not indicate or imply that the device or element to which the term refers must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present invention.
In the description of the present invention, it should be further noted that, unless otherwise explicitly specified or limited, the terms "disposed," "opened," "mounted," "connected," and "connected" are to be construed broadly, e.g., as either a fixed connection, a detachable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood as a specific case by those skilled in the art.
Example 1
Referring to fig. 1-4 and 13, an intelligent height-adjustable force-measuring shock-absorbing anti-drop beam support comprises a support body, wherein the support body comprises an upper seat plate 1, a lower seat plate 2, an annular closed tension-resisting part 11 and a spherical crown lining plate 3 positioned between the upper seat plate 1 and the lower seat plate 2, the top surface of the spherical crown lining plate 3 is in plane contact with the bottom surface of the upper seat plate 1, the bottom surface of the spherical crown lining plate 3 is in spherical contact with the top surface of the lower seat plate 2, the top surface of the upper seat plate 1 and the bottom surface of the lower seat plate 2 are respectively provided with a plurality of through-length first channels 21 and second channels 22, the first channels 21 and the second channels 22 correspond to each other, the tension-resisting part 11 comprises four sections, a first section 110 is embedded in the first channel 21, a second section 111 is embedded in the corresponding second channel 22, a third section 113 and a fourth section 112 are symmetrically arranged on two sides of the support body, the support hoop body is arranged on the inner side of the annular closed tension-resisting part 11, the bottom surface of the lower seat plate 2 is provided with a force-measuring adjusting mechanism, the support body comprises a driving device for driving the support body for height adjustment and a support body, and a tension-measuring sensor device for connecting the support body, and a tension-measuring sensor 10.
Further, as shown in fig. 1, a limiting plate 37 is disposed on the bottom surface of the upper seat plate 1 and located outside the lower seat plate 2, and the side surface of the limiting plate 37 is close to and does not contact with the top end of the upper seat plate 1. Limiting plate 37 and last bedplate 1 are welding or integrative casting moulding, and limiting plate 37 is effectual retrains the displacement direction of bedplate 2 down, takes place to drop between avoiding going up bedplate 1, bedplate 2 down, prevents to fall the roof beam occurence of failure.
Further, as shown in fig. 13, the top surface of the upper seat plate 1 is provided with a sealing plate 4 for protecting the first segment 110 of the tensile member 11 and the first channel 21. Above-mentioned annular confined tensile member 11 imbeds in first channel 21 back if the top does not seal, when taking place the earthquake, slip-out in tensile member 11 very easily follows first channel 21, then bedplate 1 on the 11 constraints of tensile member, relative displacement's effect will obviously weaken down between bedplate 2, will directly lead to the support shock attenuation and prevent falling the roof beam effect and discount greatly, consequently, set up shrouding 4 in 1 top of last bedplate, make shrouding 4 be direct and roof beam body concrete contact, the cable drops in the channel when shrouding 4 can effectively avoid the earthquake, improve the shock attenuation effect of support. Meanwhile, if the sealing plate 4 is not arranged, the pull-resistant piece 11 and the channel are exposed to cover concrete in the pull rope and the channel, the pull rope and the channel are not easy to clean, and the service life of the support is shortened due to the fact that the concrete rubs the pull rope and the channel in the use process of the support.
Further, as shown in fig. 1 and 2, the bottom surface of the spherical cap lining plate 3 is a convex spherical surface, the top surface of the lower seat plate 2 is a concave spherical surface matched with the convex spherical surface, a planar sliding plate 5 is embedded in the top surface of the spherical cap lining plate 3, and a matched spherical sliding plate 6 is embedded in the bottom surface of the spherical cap lining plate. The plane sliding plate 5 and the spherical sliding plate 6 can be made of stainless steel plates or plates made of other wear-resistant materials (polytetrafluoroethylene), so that the friction force during translation and rotation is reduced, the friction shock-resistant effect of the inhaul cable support is better, the wear resistance of the contact surface is enhanced, and the service life of the support is prolonged.
Further, as shown in fig. 6 and 13, the annular closed tension-resisting member 11 is integrally formed or formed by connecting through a lock catch 17, and the tension-resisting member 11 is any one of a steel wire rope, a steel strand or a chain. It should be noted that, according to the different design requirements of the anti-seismic and anti-falling beam, the length, number, material, width and other parameters of the tensile member 11 in each channel are correspondingly adjusted to meet the design requirements and meet the requirements of the anti-falling beam.
In this embodiment, the support body is a guyed anti-falling beam support, the support body is a structural component fixed between a beam body and an abutment, the support body is fixed on the bottom surface of the beam body through an anchor bolt 12, the anchor bolt 12 simultaneously penetrates through the upper base plate 1 and the sealing plate 4 upwards and is fixedly connected with the bottom surface of the beam body, a force measurement adjusting mechanism arranged below the support body is also fixed on the abutment through the anchor bolt 12, the force measurement adjusting mechanism and the support body are fixedly connected with each other through a connecting device after installation is completed, so that the support body and the support are connected, supported and transmitted, a plurality of corresponding through first channels 21 and second channels 22 are arranged on the top surface of the upper base plate 1 and the bottom surface of the lower base plate 2, at least one anti-falling member 11 is arranged in each channel to meet the requirement of beam falling prevention, the first channels 21 and the second channels 22 are channels penetrating through the upper base plate 1 and the lower base plate 2, after the installation of the sealing plate 11 is completed, the sealing plate 4 is also installed on the top surface of the upper base plate 1, the anti-falling beam support body is adjusted in the lower base plate 2, so that the anti-falling ring-falling beam can be effectively restrained between the two anti-falling ring-pulling base plates 11 and the anti-falling beam body, thereby effectively restraining the anti-falling beam support body and the anti-falling ring-falling beam body, and the anti-falling ring base plate can be installed in the anti-falling beam. Simultaneously, because the annular seals tensile member 11 and adopts the mode of cuff to carry on spacingly, need not to be connected through connecting piece or welding between tensile member 11 and the roof beam body and the pier, can effectively avoid leading to tensile member 11 and roof beam body, pier separation because of vibrations, and then lead to the problem of tensile member 11 functional failure. Meanwhile, the tensile part 11 is arranged outside the existing support, so that the existing production process of the bridge support does not need to be modified, the standard production process and the production flow of the existing support are maintained, the production efficiency of the existing support is not influenced, and the tensile part 11 is required to be replaced independently when a problem occurs, and the service life of the support is not influenced. Simultaneously, the current bridge beam supports's last bedplate 1, the muddy earth structure of the 2 direct contact bridge roof beams body of lower bedplate and abutment, and the roof beam body displacement that leads to of vehicle on the bridge floor causes will lead to going up bedplate 1, lower bedplate 2 and muddy constantly produce the friction between the earth structure, last bedplate 1 of up the time, lower bedplate 2 wearing and tearing are serious, will seriously influence the life of support, and in this embodiment, go up bedplate 1, lower bedplate 2 is direct and tensile piece 11 contacts, the friction is less, bridge supports life can effectively be improved.
When the foundation subsides and leads to the support body to become empty or transship, dynamometry adjustment mechanism can adjust the height of support body, and need not vertical jacking roof beam body and readjust the support, labour saving and time saving can directly carry out altitude mixture control on dynamometry adjustment mechanism moreover. Meanwhile, the electric signal generated by the sensor 10 under the action of pressure is transmitted to a data acquisition system (not shown in the figure, and the prior art) through a wireless or wired network to be collected, analyzed and measured to measure the load of the support body, so that the real-time stress monitoring is effectively carried out on the support body, and the safety of the bridge is ensured.
Example 2
Further, as shown in fig. 1/2/7, the force measurement adjusting mechanism includes a top plate 7, a bottom plate 8, and two symmetrical wedge blocks 9 located between the top plate 7 and the bottom plate 8, the top plate 7 covers and protects the second section 111 of the tension member 11 and the second channel 22, the top surface of the wedge block 9 contacts the bottom surface of the top plate 7 in an inclined or curved manner, the bottom surface of the wedge block 9 contacts the top surface of the bottom plate 8 in a plane, an inclined or curved manner, first mounting grooves 28 for embedding the wear-resisting plates 18 are formed in the top surface and the bottom surface of the wedge block 9, second mounting grooves 29 for embedding the sealing rings 19 are formed in the outer sides of the first mounting grooves 28, a sensor 10 connected to an external data acquisition system is arranged between the two wedge blocks 9, two ends of a connecting device are respectively connected to the end portions of the bottom plate 8 and the upper seat plate 1, and the two wedge blocks 9 move relatively under the action of the driving device to enable the height of the top plate 7 to rise or fall. The sealing ring 19 can prevent dust or impurities from entering a sliding space between the wedge-shaped block 9 and the upper seat plate 1 and the lower seat plate 2, so that the relative sliding of the wedge-shaped block 9 is smoother, the height adjustment of the upper support body is more sensitive, the wear-resisting plate 18 is made of polytetrafluoroethylene, the wear resistance of the wedge-shaped block 9 is enhanced, and the service life is prolonged; the driving device promotes the two wedges 9 to relatively slide, when the two wedges 9 are far away from each other, the height of the top plate 7 rises, otherwise, the height of the support body is reduced, the height adjustment of the support body is realized, and through the stress conversion of the wedges 9, a larger vertical force can be obtained only by a smaller horizontal force, the beam body can be jacked without external equipment, the height adjustment is realized, meanwhile, when the support body needs to be replaced, through the conversion of the horizontal force borne by the wedges 9, the driving device provides a smaller horizontal force, a larger vertical force can be obtained, so that the upper structural member is jacked, the support is replaced, the convenience and the rapidness are realized, the replacement speed of the support is greatly improved, and particularly, the support with a larger load above has stronger practicability for replacement; when a driving device applies force, an electric signal generated after the sensor 10 is under the action of pressure is transmitted to a data acquisition system (not shown in the figure, the prior art is adopted) through a wireless or wired network to be collected, analyzed and measured, the vertical load is reversely obtained through mechanical balance decomposition on the wedge-shaped block 9, and vertical force calibration can be carried out on the vertical stress of the support body.
Meanwhile, after the force measuring adjusting mechanism is installed, the anchoring bolts 12 penetrate through the end portions of the top plate 7 and the bottom plate 8 from top to bottom and then are fixedly connected with the abutments below, and dust covers 13 can be fixed on the circumferential screws of the top plate 7 and the bottom plate 8, so that sundries can be prevented from entering the sliding surface of the wedge block 9 to influence the friction coefficient and interfere the adjusting effect.
Further, the driving device comprises a power source 20, a first base 16 and a second base 24, the first base 16 is fixed at the front end and the rear end of one wedge-shaped block 9, the power source 20 is connected with an external controller, the power source 20 is a hydraulic cylinder or an air cylinder, the second base 24 is fixed at the front end and the rear end of the other wedge-shaped block 9, the power source 20 is installed on the first base 16, and an output shaft of the power source 20 is in contact with or connected with the second base 24. First base 16, second base 24 all with wedge 9 front and back tip integrated into one piece, the fastness of connection is strengthened like this for the atress nature of wedge 9 is better, and external control ware can adopt controllers commonly used such as PLC, is used for sending the instruction of applying power to power supply 20, and size, the time of applying power are controllable, can realize accurate altitude mixture control like this. Meanwhile, the front end and the rear end of the wedge-shaped block 9 are both provided with the power sources 20, and the design is symmetrical, so that when the wedge-shaped block 9 moves relatively, the stress at the two ends is the same, the wedge-shaped block is not prone to inclined movement, the controller controls power to be applied, the moving synchronism of the wedge-shaped block 9 is better, the stability of the top plate 7 during rising is better, and the safety of a beam body is facilitated.
Further, as shown in fig. 8-10, the first base 16 includes an upper arc 30, a lower arc 31 and a mounting plate 32, the upper arc 30 and the lower arc 31 are respectively fixed at the front and rear ends of a wedge 9, a mounting cavity 33 for mounting the power source 20 is formed between the upper arc 30 and the lower arc 31, the end surface of the power source 20 is fixed on the mounting plate 32, a clamping plate 34 for clamping the power device is arranged on the outer sides of the upper arc 30 and the lower arc 31, and a fixing groove 35 matched with the arc surfaces of the two arcs is arranged on the side surface of the clamping plate 34. During the installation, fix power supply 20 in installation cavity 33, power supply 20's tip and mounting panel 32 bolt fixed connection are gone into two arcs card simultaneously and are gone into in splint 34's fixed slot 35, splint 34 is with two arcs chucking like this to make power supply 20 pressed from both sides tightly by two arcs, difficult emergence is removed, like this when two wedge blocks 9 of power supply 20 drive, can accurate, quick power of applying.
Further, as shown in fig. 11 and 12, the second base 24 includes a connecting plate 26 and a force-bearing plate 27, the connecting plate 26 is fixed at the front end and the rear end of the other wedge-shaped block 9, the force-bearing plate 27 is vertically connected with the side of the connecting plate 26, the side of the force-bearing plate 27 is connected with or contacts with the output shaft of the power source 20, the sensor 10 connected with an external data acquisition system is arranged between the force-bearing plate 27 and the output shaft of the power source 20, and a reinforcing plate 36 is arranged between the connecting plate 26 and the force-bearing plate 27.
In this embodiment, when the stress of the upper support body changes, an electric signal generated by the sensor 10 under the action of pressure is transmitted to a data acquisition system through a wireless or wired network to be collected, analyzed and processed to measure the load, a corresponding controller receives a remote computer instruction, and the controller controls the power source 20 to push the two wedge-shaped blocks 9 to be away from each other through the first base 16 and the second base 24 so as to lift the top plate 7, thereby lifting the upper guy cable support to meet the stress requirement; the controller can control the power sources 20 to synchronously apply force, so that the stability of the support body during height adjustment is better; when the support body needs height adjustment under the stressed state, the support height adjustment can be realized by utilizing the power source 20 to realize very low horizontal force, the support is adjusted without vertically jacking a beam body, time and labor are saved, and the height adjustment control can be directly carried out on the force measuring adjusting mechanism.
Example 3
Further, as shown in fig. 1 and 2, the connecting device includes an upper fixing plate 14 and a lower fixing plate 15, both of which are L-shaped, a vertical portion of the upper fixing plate 14 is connected to an end of the upper seat plate 1, a vertical portion of the lower fixing plate 15 is connected to an end of the bottom plate 8, horizontal portions of the upper fixing plate 14 and the lower fixing plate 15 are disposed opposite to each other, and the two horizontal portions are connected to each other by bolts. The upper fixing plate 14 and the lower fixing plate 15 are provided with triangular reinforcing ribs 25, so that the connection and support performance of the two fixing plates can be enhanced, the vertical portion of the upper fixing plate 14 is fixed on the end face of the upper base plate 1 through bolts, the vertical portion of the lower fixing plate 15 is fixed on the end face of the bottom plate 8 through bolts, the horizontal portions of the two connecting plates 26 are connected into a whole through bolts, the support body and the force measurement adjusting mechanism are connected into a whole, the support body and the force measurement adjusting mechanism are not prone to being separated from each other, and the lower base plate 2 and the top plate 7 are further connected with a positioning bolt 23.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in any way, and the technical essence of the present invention is that within the spirit and principle of the present invention, any simple modification, equivalent replacement, and improvement made to the above embodiments are all within the protection scope of the technical solution of the present invention.

Claims (10)

1. The utility model provides a roof beam support is prevented falling in intelligence dynamometry shock attenuation of adjustable height, a serial communication port, including the support body, the support body includes bedplate (1), bedplate (2) down, annular confined tensile piece (11) and lie in bedplate (1), spherical crown welt (3) between bedplate (2) down, spherical crown welt (3) top surface and upper bedplate (1) bottom surface plane contact, spherical crown welt (3) bottom surface and bedplate (2) top surface spherical contact down, upper bedplate (1) top surface, bedplate (2) bottom surface is established and is equipped with first channel (21) that a plurality of logical length respectively, second channel (22), first channel (21), second channel (22) correspond each other, tensile piece (11) include the four sections, first section (110) embedding is in first channel (21), second section (111) embedding is in corresponding second channel (22), third section (113) and fourth section (112) symmetry locate the support body both sides, four sections tensile piece (11) are connected with the support body and are equipped with the sealed support body in the closed tensile piece (11) of support body the bottom surface of support body and the inboard measuring force monitoring mechanism of the adjusting mechanism of the height of the supporting body is connected with the measuring force adjusting device, the measuring mechanism (10).
2. The height-adjustable intelligent force-measuring, shock-absorbing and anti-falling beam support seat as claimed in claim 1, wherein a limiting plate (37) is arranged on the bottom surface of the upper seat plate (1) and positioned outside the lower seat plate (2), and the side surface of the limiting plate (37) is close to and does not contact with the top end of the upper seat plate (1).
3. The height-adjustable intelligent force-measuring, shock-absorbing and anti-drop beam support as claimed in claim 2, wherein the top surface of the upper seat plate (1) is provided with a sealing plate (4) for covering and protecting the first section (110) of the tensile member (11) and the first channel (21).
4. The height-adjustable intelligent force-measuring, shock-absorbing and anti-drop beam support seat is characterized in that the bottom surface of the spherical cap lining plate (3) is a convex spherical surface, the top surface of the lower seat plate (2) is a concave spherical surface matched with the convex spherical surface, a plane sliding plate (5) is embedded in the top surface of the spherical cap lining plate (3), and a matched spherical sliding plate (6) is embedded in the bottom surface of the spherical cap lining plate.
5. The height-adjustable intelligent force-measuring, shock-absorbing and anti-drop beam support seat as claimed in claim 1, wherein the annular closed tension-resistant member (11) is formed integrally or connected by a lock catch (17), and the tension-resistant member (11) is any one of a steel wire rope, a steel strand or a chain.
6. The support is characterized in that the force-measuring adjusting mechanism comprises a top plate (7), a bottom plate (8) and two symmetrical wedge blocks (9) located between the top plate (7) and the bottom plate (8), the top plate (7) covers and protects the second section (111) and the second channel (22) of the tensile member (11), the top surface of each wedge block (9) is in inclined or curved surface contact with the bottom surface of the top plate (7), the bottom surfaces of the wedge blocks (9) are in plane, inclined or curved surface contact with the top surface of the bottom plate (8), first mounting grooves (28) for embedding wear-resisting plates (18) are formed in the top surfaces and the bottom surfaces of the wedge blocks (9), second mounting grooves (29) for embedding sealing rings (19) are formed in the outer sides of the first mounting grooves (28), a sensor (10) connected with an external data acquisition system is arranged between the two wedge blocks (9), two ends of a connecting device are respectively connected to the ends of the bottom plate (8) and the upper seat plate (1), and the two wedge blocks (9) move relatively under the action of a driving device to enable the top plate (7) to ascend or descend.
7. The support of claim 6, wherein the driving device comprises a power source (20), a first base (16) and a second base (24), the first base (16) is fixed at the front end and the rear end of one wedge-shaped block (9), the power source (20) is connected with an external controller, the power source (20) is a hydraulic cylinder or an air cylinder, the second base (24) is fixed at the front end and the rear end of the other wedge-shaped block (9), the power source (20) is installed on the first base (16), and an output shaft of the power source (20) is in contact with or connected with the second base (24).
8. The support is characterized in that the first base (16) comprises an upper arc-shaped plate (30), a lower arc-shaped plate (31) and a mounting plate (32), the upper arc-shaped plate (30) and the lower arc-shaped plate (31) are respectively fixed at the front end and the rear end of a wedge block (9), an installation cavity (33) for installing a power source (20) is formed between the upper arc-shaped plate (30) and the lower arc-shaped plate (31), the end face of the power source (20) is fixed on the mounting plate (32), a clamping plate (34) used for clamping the power device is arranged on the outer sides of the upper arc-shaped plate (30) and the lower arc-shaped plate (31), and a fixing groove (35) matched with the arc surfaces of the two arc-shaped plates is formed in the side surface of the clamping plate (34).
9. The height-adjustable intelligent force-measuring, shock-absorbing and anti-drop beam support is characterized in that the second base (24) comprises a connecting plate (26) and a stress plate (27), the connecting plate (26) is fixed at the front end and the rear end of the other wedge-shaped block (9), the stress plate (27) is vertically connected with the side surface of the connecting plate (26), the side surface of the stress plate (27) is connected with or contacts with an output shaft of the power source (20), a sensor (10) connected with an external data acquisition system is arranged between the stress plate (27) and the output shaft of the power source (20), and a reinforcing plate (36) is arranged between the connecting plate (26) and the stress plate (27).
10. The height-adjustable intelligent force-measuring, shock-absorbing and drop-preventing beam support according to claim 6, wherein the connecting device comprises an upper fixing plate (14) and a lower fixing plate (15) which are L-shaped, the vertical part of the upper fixing plate (14) is connected with the end of the upper base plate (1), the vertical part of the lower fixing plate (15) is connected with the end of the bottom plate (8), the horizontal parts of the upper fixing plate (14) and the lower fixing plate (15) are oppositely arranged, and the two horizontal parts are connected into a whole through bolts.
CN202220937703.7U 2022-04-22 2022-04-22 But roof beam support is prevented falling in height-adjusting's intelligence dynamometry shock attenuation Active CN217839669U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202220937703.7U CN217839669U (en) 2022-04-22 2022-04-22 But roof beam support is prevented falling in height-adjusting's intelligence dynamometry shock attenuation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202220937703.7U CN217839669U (en) 2022-04-22 2022-04-22 But roof beam support is prevented falling in height-adjusting's intelligence dynamometry shock attenuation

Publications (1)

Publication Number Publication Date
CN217839669U true CN217839669U (en) 2022-11-18

Family

ID=84018795

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202220937703.7U Active CN217839669U (en) 2022-04-22 2022-04-22 But roof beam support is prevented falling in height-adjusting's intelligence dynamometry shock attenuation

Country Status (1)

Country Link
CN (1) CN217839669U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116927063A (en) * 2023-09-15 2023-10-24 中国铁道科学研究院集团有限公司铁道建筑研究所 Bridge structure with anti-falling beam system with anti-seismic toughness

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116927063A (en) * 2023-09-15 2023-10-24 中国铁道科学研究院集团有限公司铁道建筑研究所 Bridge structure with anti-falling beam system with anti-seismic toughness
CN116927063B (en) * 2023-09-15 2024-02-02 中国铁道科学研究院集团有限公司铁道建筑研究所 Bridge structure with anti-falling beam system with anti-seismic toughness

Similar Documents

Publication Publication Date Title
CN108532474B (en) Overturn-preventing reinforcing device and installation method for single-column pier bridge
CN109723461B (en) Coal mine tunnel supporting device
CN217839669U (en) But roof beam support is prevented falling in height-adjusting's intelligence dynamometry shock attenuation
CN109797665B (en) Active underpinning jacking force determination and displacement control method for hyperstatic structure bridge pile foundation
CN213038184U (en) Stepless height-adjusting bridge support with intelligent force measurement function
CN112252504B (en) Compound friction pendulum isolation bearing based on cylinder principle
CN209555755U (en) A kind of architectural vibration-insulation rubber supporting seat
CN218780993U (en) Underground works water level water yield dynamic detection early warning device
CN114837062B (en) Steel trestle connecting platform
CN209066443U (en) A kind of deep basal pit fashioned iron support system based on active control
CN215593662U (en) Conversion type friction pendulum damping force-measuring support with height adjusting capability
CN213476600U (en) Intelligent monitoring type quick-change support
CN105200915A (en) Bridge deck or rail non-lifting longitudinal movable spherical support for railway bridge and construction method thereof
CN213896733U (en) Bridge shock insulation foundation
CN112627019A (en) Stepless height adjusting method for large-stroke height adjustment
CN210604143U (en) Floating boot lock pad type force measurement supporting leg for road surface acceleration loading experiment
CN218712287U (en) Synchronous jacking device for replacing bridge support
CN220977659U (en) Bridge limit structure
CN216688986U (en) Steel box girder guyed anti-seismic support
CN216379123U (en) Multifunctional force measuring support convenient for replacing force measuring sensing device
CN116815619A (en) Self-height-adjusting force-measuring support
CN221142734U (en) Novel micro-jacking lambdoidal door easy-to-detach bottom pivot
CN216615458U (en) Cushion block device capable of adjusting displacement and inclination angle
CN220724826U (en) Novel connecting device for prefabricated box girder
CN218405029U (en) Intelligent force measuring support convenient for replacing sensing device

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant