CN109958133B - Method for adjusting suspension angle of deep foundation pit for going upstairs and downstairs based on safety - Google Patents

Method for adjusting suspension angle of deep foundation pit for going upstairs and downstairs based on safety Download PDF

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CN109958133B
CN109958133B CN201811380059.2A CN201811380059A CN109958133B CN 109958133 B CN109958133 B CN 109958133B CN 201811380059 A CN201811380059 A CN 201811380059A CN 109958133 B CN109958133 B CN 109958133B
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footpath
suspension
angle
telescopic
module
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CN109958133A (en
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王博
周家炜
毕欣
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Binzhou Boxing Zhichuang Digital Technology Co ltd
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/02—Foundation pits
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G27/00—Temporary arrangements for giving access from one level to another for men or vehicles, e.g. steps, ramps
    • G—PHYSICS
    • G06—COMPUTING; CALCULATING OR COUNTING
    • G06F—ELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00—Computer-aided design [CAD]
    • G06F30/10—Geometric CAD
    • G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
    • G—PHYSICS
    • G06—COMPUTING; CALCULATING OR COUNTING
    • G06F—ELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00—Computer-aided design [CAD]
    • G06F30/20—Design optimisation, verification or simulation
    • G06F30/23—Design optimisation, verification or simulation using finite element methods [FEM] or finite difference methods [FDM]
    • G—PHYSICS
    • G06—COMPUTING; CALCULATING OR COUNTING
    • G06F—ELECTRIC DIGITAL DATA PROCESSING
    • G06F2119/00—Details relating to the type or aim of the analysis or the optimisation
    • G06F2119/14—Force analysis or force optimisation, e.g. static or dynamic forces
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00—Adapting or protecting infrastructure or their operation
    • Y02A30/60—Planning or developing urban green infrastructure

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  • Steps, Ramps, And Handrails (AREA)
  • Ladders (AREA)

Abstract

The invention relates to a method for adjusting a suspension angle of going upstairs and downstairs in a deep foundation pit based on safety, which comprises the following steps: the processing module acquires a stress-strain signal monitored by a monitoring module arranged on the suspension part and generates a stress equivalent, the processing module can generate an execution signal and transmit the execution signal to an adjusting module when the stress equivalent exceeds an allowable stress, and a mechanical structure module adjusts a suspension angle formed by the suspension part and the upstairs and downstairs by adjusting the height of the upstairs and downstairs based on an execution action generated by the adjusting module according to the execution signal, so that the upstairs and downstairs can be safely installed in an inner space of the deep foundation pit when the stress equivalent exceeds the allowable stress. The up-down stairs are made into a telescopic structure, and the suspension angle can be adjusted when the stress reaches the allowable stress based on the stress monitoring of the suspension part, so that the stress value of the suspension part is reduced, and the construction safety is guaranteed.

Description

Method for adjusting suspension angle of deep foundation pit for going upstairs and downstairs based on safety
Technical Field
The invention belongs to the technical field of constructional engineering, and relates to a method for adjusting a suspension angle of a deep foundation pit for going upstairs and downstairs based on safety.
Background
With the continuous promotion of green construction and safe and civilized construction, the development strategy of the nation on strengthening energy conservation and emission reduction is implemented, a resource-saving society and an environment-friendly society are built, and the green and environment-friendly construction of building engineering is gradually popularized. A foundation pit (foundation pit) is a soil pit excavated at a foundation design position according to a foundation elevation and a foundation plane size. The building foundation pit refers to a space below the ground excavated for constructing a foundation and a basement of a building (including a structure). The foundation pit belongs to temporary engineering and has the function of providing a space for basic masonry operation to be carried out according to the designed specified position. According to the stipulation of 'notice of safety management method of project of partial item with high risk' from the ministry of construction and construction No. 200987, the general deep foundation pit refers to a project with excavation depth of more than 5m (including 5m) or more than three layers (including three layers) of basement, or with depth of less than 5m, but with complex geological conditions and particularly complex surrounding environment and underground pipelines.
In modern building engineering, underground structures can be used as functional areas for parking, equipment, civil air defense, transportation, shopping and the like. With the pace of subway construction, urban underground space and high-rise construction being accelerated, deep foundation pit engineering is developing towards the direction of 'dense, deep and large'. The construction of deep foundation pit engineering is realized step by step along with the excavation of earthwork layer by layer, and personnel and materials need to enter the underground layer by layer during construction. In the process of excavating the earth of the deep foundation pit from top to bottom and constructing the structure from bottom to top, a safe and convenient upper channel and a safe and convenient lower channel are required to be erected to meet the construction requirements. At present, the instrument of foundation ditch about the job site is mostly the steel cat ladder. The proposed steel ladder stand is mainly formed by welding steel pipes, angle steels and other materials. It mainly has the following defects: the assembly and disassembly process is complicated, labor-consuming and troublesome; no safety protection device is arranged; low repeated utilization rate, waste of materials and the like.
In view of the above mentioned drawbacks, the prior art of going up and down stairs (or going up and down channels) in deep foundation pits mainly includes the following patent documents.
For example, a tool type suspended up-down stairs for a deep foundation pit disclosed in chinese patent publication No. CN104234447B comprises a ladder frame, a ladder frame support, and up-down stairs, wherein the ladder frame is composed of two sets of ladder frame units, a gap for installing up-down stairs is provided between the two sets of ladder frame units, each set of ladder frame unit comprises 4 upright posts, the cross sections of the ladder frame units are rectangular, the upper ends of the upright posts are vertically and fixedly connected with steel beams above the upright posts, and the lower ends of the upright posts vertically extend to the bottom surface of the foundation pit; the ladder frame support is fixedly connected with the foundation pit support structure and comprises 2 or 4 steel beams, and the steel beams are fixed on the upper surface of the support structure crown beam; the stairs are sequentially arranged between the two groups of ladder frame units from top to bottom, rest platforms are arranged at corners between the adjacent stairs and are fixed in the inner space of the ladder frame units. The stair climbing device has the hanging characteristic, and the stair climbing device can be installed from top to bottom and can be completely and tightly combined with the process of foundation pit engineering; the constructor of being convenient for is current, and the security performance is high, and the dismouting is fast, and turnover rate is high.
For example, chinese patent publication No. CN106836851A discloses a deep foundation pit suspension type construction for going up and down stairs. The construction up-down stairs are positioned between two reinforced concrete horizontal supports and comprise a first up-down stair, a second up-down stair and a third up-down stair, and the first up-down stair, the second up-down stair and the third up-down stair are connected end to form a Z-shaped structure. The deep foundation pit suspension type construction stair ascending and descending provided by the invention utilizes the reinforced concrete horizontal support in deep foundation pit engineering to suspend the stair ascending and descending on the support, so that the installation environment for constructing the stair ascending and descending can be greatly expanded, and the service performance is improved; in addition, the stairs can be lengthened or dismantled section by section according to the progress of the engineering, the defect of large field change during the construction of the deep foundation pit is met, and the high-speed stair has good adaptability.
For example, a deep foundation pit fabricated walkway disclosed in publication No. CN203755717U includes: the left fixing frame and the right fixing frame are vertically formed by four square tube stand columns according to four vertex positions of a rectangle, a plurality of layers of up-down stair platforms are distributed in the vertical direction at intervals on the left fixing frame and the right fixing frame respectively, the up-down stair platforms on the left fixing frame and the up-down stair platforms on the right fixing frame are staggered at intervals in height, one side of each up-down stair platform is connected with the up-down stair platform on the upper layer of the fixing frame on the opposite side through an up-down stair step plate arranged in an inclined mode, and the other side of each up-down stair platform is connected with the up-down stair step plate arranged on the lower layer of the up-down stair platform through an inclined mode. The utility model discloses well pedestrian's passageway has adopted the assembled structure, and two relative mounts about the square tube stand constitutes, are convenient for assemble stair step board about between double-phase to the mount, and the dismouting process is simple, saves labour, saves trouble, can relapse dismouting used repeatedly, and the material is extravagant little, has strengthened practicality, security, the pleasing to the eye and the reuse nature of material of pedestrian's passageway from top to bottom.
For example, chinese patent publication No. CN106677558A discloses a construction method for a deep foundation pit assembled boarding stairway, which solves the problem that the boarding stairway is easy to install, disassemble and can be used in a turnover manner. The construction steps comprise the manufacture of a foundation member, embedding foundation bolts and shear keys, connecting a supporting member with the concrete foundation through the foundation bolts, and connecting upright columns and cross beams of the supporting member through bolts; the steel is installed up and down stairs, and the ladder beam is connected with the supporting member through bolts; the color steel shed protection component is installed, the ceiling supporting square steel pipe is welded with the supporting component upright post, and the ground is connected through the supporting and inserting square steel pipe. The deep foundation pit assembled type upstairs and downstairs for getting on and off people has the characteristics of adjustable erection height, turnover use and high safety, the support members are connected with the foundation, the steel upstairs and downstairs and the color steel ceiling protective members through bolts, the assembly and installation of the members are realized, the installation is convenient, the construction progress is accelerated, and the engineering cost is saved due to the turnover use of the deep foundation pit.
For example, a cage ladder for deep foundation pit construction disclosed in chinese patent publication No. CN201962965U is composed of a plurality of cage ladder sections with the same structure and size, which are sequentially assembled from bottom to top, the plurality of cage ladder sections are arranged on the same vertical line, and two adjacent cage ladder sections are fastened and connected by fastening and connecting members; the cage ladder section comprises a cubic peripheral framework, a protection structure arranged on the four sides of the peripheral framework and an escalator arranged in the peripheral framework; the escalators installed inside the cage ladder sections are communicated from top to bottom to form a zigzag upper and lower channel for workers to walk in the deep foundation pit construction process, and the vertical height of the zigzag upper and lower channel corresponds to the depth of the deep foundation pit to be constructed. The utility model has the advantages of reasonable design, processing preparation and assemble the convenience, assemble height-adjustable and factor of safety height, economical and practical, the factor of safety that can solve the existence of current deep basal pit upper and lower passageway is lower, the personnel about the foundation ditch inconvenient, the staircase occupy the actual problem such as the basal area is big, remove inconvenience.
For example, the china patent with publication number CN205296892U discloses a section stair and passageway up and down for deep foundation pit construction is current from top to bottom, relates to engineering and relates to engineering construction equipment field, and section stair and down includes the skeleton, and the skeleton is frame construction, and the top surface rear end of skeleton is provided with an upper platform, and the bottom surface front end of skeleton is provided with a platform, and one side of upper platform and lower platform all is provided with connecting portion, and the opposite side all is provided with current portion, and the one side that is close to connecting portion in the skeleton is provided with the stair section up and down of an slope. The ascending and descending channel is formed by stacking and assembling a plurality of sections of ascending and descending stairs up and down, and the lower platform of the section of ascending and descending stairs positioned above in two adjacent sections of ascending and descending stairs is mutually overlapped with the upper platform of the section of ascending and descending stairs positioned below. The utility model discloses installation, dismantlement are simple and convenient, and the structure is pleasing to the eye, and can used repeatedly.
For example, a suspended combined construction platform for building exterior wall construction disclosed in chinese patent publication No. CN205116683U includes an upper ejector rod adjuster, a construction platform horizontal support steel pipe, a pedal support rod, a pedal, and a construction platform longitudinal support steel pipe, the suspended combined construction platform is installed outside an exterior wall sideline, the changed outside of the exterior wall is fixed with the tie bolt through a fastening bolt, the outside of the tie bolt is provided with a groove-shaped shoulder pole steel, and the outside of the groove-shaped shoulder pole steel is connected with a diagonal draw bar through a bolt. The utility model discloses a beneficial effect lie in: compared with the prior art, the method has the advantages of fewer system parts, simplicity in installation, convenience in disassembly, improvement of installation efficiency, acceleration of construction speed and safety and reliability in construction and use. The utility model discloses a can be in batch processing production of mill, once produce manifold cycles and use repeatedly, can use machinery cooperation operations such as tower crane construction during on-the-spot installation, realize high altitude direct mount, need not to have done from ground, saved the labour of a large amount of on-the-spot manual installations.
For example, chinese patent publication No. CN202954733U discloses a suspended type ascending and descending stair for being suspended outside a bridge side frame, which includes a step for climbing, and a hook perpendicular to the step and provided at a first end of the step for hooking and fixing the hook on the bridge side frame. The hanging type stair climbing and descending of the utility model utilizes the hook to hang the step ladder outside the side frame of the bridge, so that the space under the bridge is not occupied when the bridge is overhauled or maintained, and the passage under the bridge is convenient; and the novel suspended type up-and-down stairs are simple in structure, convenient to manufacture, install and disassemble, and capable of saving a large amount of manpower and material resources.
For example, chinese patent publication No. CN203222949U discloses a suspended indoor stairway. The utility model discloses a with the stairs from the roof direct suspension of tower plate, saved the bed frame of stairs from top to bottom, saved a large amount of materials and processing work volume to a brand-new molding is provided, the indoor design has made more free space. The adjacent upper pedal and the lower pedal are fixed and the distance is adjusted by bolts, the bolts extend to the roof and are fixed on expansion bolts of the roof, thus the installation of a pedal combination is completed, all tower plate combinations are installed according to the design modeling, and the assembly of going upstairs and downstairs is completed.
Through the investigation and research on the prior art, the stair serving as the upper and lower deep foundation pits is installed layer by layer according to the depth of the deep foundation pit and is not telescopic at present, so that at least the following defects exist: the depth of a foundation pit for building the deep foundation pit is constantly changed, and when the depth of the deep foundation pit cannot meet the requirement of installing one section of stairs up and down, the deep foundation pit needs to be compensated by an external packway. In addition, because the stairs of the deep foundation pit are provided with the suspension support parts for providing support force, the suspension support parts are used as the safety guarantee of the whole stairs, and the monitoring of the stress of the stairs is very important.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides a method for adjusting the hanging angle of the deep foundation pit for going upstairs and downstairs based on safety. The method comprises the following steps: the processing module acquires a stress-strain signal monitored in a monitoring module arranged on the suspension part and generates a stress equivalent, the processing module can generate an execution signal and transmit the execution signal to an adjusting module when the stress equivalent exceeds an allowable stress, and a mechanical structure module adjusts a suspension angle formed by the suspension part and the upstairs and downstairs by adjusting the height of the upstairs and downstairs on the basis of an execution action generated by the adjusting module according to the execution signal, so that the upstairs and downstairs can be safely installed in the inner space of the deep foundation pit when the stress equivalent exceeds the allowable stress; wherein the mechanical construction module is constructed in the following manner: one end of the suspension part is arranged at the basic part of the deep foundation pit, and the other end of the suspension part is arranged at the telescopic support part, so that the upstairs and downstairs are suspended in the inner space of the deep foundation pit in a manner of being at the suspension angle of the suspension part; the first footpath and the second footpath are arranged in an inner space limited by the telescopic supporting part in a non-parallel and rotary connection mode to form a footpath unit; the adjusting module is right the mechanical structure module is executed during the execution action, first step can wind second step way pivoted mode changes the first slope angle of first step way, the second step way can be with wind first step way pivoted mode changes the second slope angle of second step way, the stair can be based on first slope angle with the change of second slope angle is adjusted with folding or the mode of expansion the height of stair is in order to adjust hang the angle make the stair hang safely in the inner space of deep basal pit.
According to a preferred embodiment, in the case that the stress equivalent exceeds an allowable stress, the processing module is capable of generating a safety interval of the suspension angle based on a processing model generated by the attributes of the ascending and descending stairs and the attributes of the suspension portion, the processing module generates a safety interval of the first slope angle and a safety interval of the second slope angle based on the safety interval of the suspension angle to generate a safety interval of the expansion and contraction amount of the telescopic support portion, and the processing module generates the execution signal based on the safety interval of the expansion and contraction amount and transmits the execution signal to the adjusting module, wherein the adjusting module adjusts an initial suspension angle to be within the safety interval of the suspension angle to form a safe suspension angle as follows: based on a first execution signal generated by the processing module, the adjusting module executes a first execution action on the mechanical construction module to adjust the telescopic support part from an initial telescopic amount to a first telescopic amount; when the minimum difference/minimum relative difference between the first expansion amount and the safety interval of the expansion amount reaches a preset range, the adjusting module executes a second execution action on the mechanical construction module based on a second execution signal generated by the processing module to adjust the expansion support portion from the first expansion amount to a second expansion amount so that the second expansion amount is in the safety interval of the expansion amount, and therefore the suspension angle can be adjusted from the initial suspension angle to the safe suspension angle when the initial expansion amount is adjusted to the second expansion amount.
According to a preferred embodiment, under the condition that the maximum value of the first gradient angle cannot satisfy the safety interval of the first gradient angle and the second gradient angle cannot satisfy the safety interval of the second gradient angle, the processing module generates an alarm signal to be fed back to a monitoring center or pushed to a monitoring terminal, and a constructor takes at least the following measures according to the alarm signal so that the suspension angle of the upstairs and downstairs can be adjusted to the safety interval of the suspension angle: increasing the expansion amount of the expansion support part; wherein, the adjacent telescopic supporting parts are arranged in a detachable mode; the two ends of the telescopic supporting part are integrally provided with fixing plates with a plurality of threaded holes matched with the studs; and/or adding the hanging part; the hanging part at least comprises a first hanging and supporting part and a second hanging and supporting part, wherein the included angle between the first hanging and supporting part and the second hanging and supporting part is an acute angle under the condition that the upstairs and downstairs are completely unfolded; one end of the first suspension and support part and one end of the second suspension and support part are rotatably connected with the base part through foundation bolts pre-buried in the base part; the other end of the first suspension support part and the other end of the second suspension support part are fixedly connected with the telescopic support part through bolts arranged on the cushion plate of the telescopic support part in a fixed mode.
According to a preferred embodiment, the adjusting module adjusts the telescopic amount of the telescopic supporting part in a hydraulic driving manner so as to adjust the first slope angle and the second slope angle to a second height, wherein an electromagnetic flow valve is arranged between each telescopic supporting part and a hydraulic oil path of a hydraulic system; the elongation or shortening of the telescopic supporting part can be adjusted by adjusting the opening of the electromagnetic flow valve or adjusting the hydraulic pressure; the opening degree of the electromagnetic flow valve based on the first execution signal is larger than that based on the second execution signal; and/or the hydraulic pressure based on the first execution signal is greater than the hydraulic pressure based on the second execution signal; so that the elongation of the telescopic support part can be accurately adjusted from the initial telescopic amount to the second telescopic amount; the telescopic supporting part comprises a plurality of telescopic rods, a first step is respectively arranged between two telescopic rods which are arranged on the same side and have different axes, a second step is respectively arranged between two telescopic rods which are arranged on different sides, and the side walls of the telescopic short sections at the two ends of each telescopic rod are provided with an oil inlet and an oil outlet; the oil inlet hole with the oil outlet hole all with the pipeline sealing connection in the hydraulic circuit.
According to a preferred embodiment, the first and second suspension support portions are provided with strain gauge sensors; the strain type sensor is used for monitoring the strain of the first suspension support part and the second suspension support part and transmitting the strain to the processing module; based on the measured strain, the processing module inverts the stress through Hooke's law and calculates the stress equivalent at least according to four intensity theories; based on the comparison of the stress equivalent to the allowable stress, the processing module is capable of generating the execution signal and communicating the execution signal to a conditioning module; wherein the allowable stress is obtained from a yield limit or a strength limit of the first and second suspension support portions.
According to a preferred embodiment, the walkway unit is configured as follows: in the direction of looking down the footpath units, the first footpath comprises a first footpath I and a first footpath II which are arranged in a parallel manner, the second footpath comprises a second footpath I and a second footpath II which are arranged in a parallel manner, the first footpath I, the first footpath II, the second footpath I and the second footpath II define one footpath unit, and a plurality of the footpath units can be arranged on the stairs according to the depth of the deep foundation pit; wherein, under the condition that the stairs are completely unfolded, the first footpath and the second footpath are in the following states: in the direction of observing the stairs up and down in a side view, a first slope angle of the first step I and a second slope angle of the first step II are opposite numbers; in the direction of observing the stairs up and down in the main view, a second slope angle of the second footpath I and a second slope angle of the second footpath II are opposite numbers; the walkway units are thus annular channels that enable the staff to gradually descend into deep foundation pits or to gradually return to the surface.
According to a preferred embodiment, the adjacent first and second footpaths are configured as follows: the adjacent first footpath and the second footpath are rotatably connected through a conversion table which is fixed in a working space limited by the telescopic supporting parts and is positioned on different telescopic supporting parts under the condition that the stairs are completely unfolded, and the conversion table is provided with a hinge mechanism and staggered in height; the hinge mechanism at least comprises a hinge rotating body and a hinge rod provided with a hinge hole matched with a rotating arc surface in the hinge rotating body; the hinged swivel further comprises a swivel seat; the hinged rod is inserted into the hinged support in an interference fit manner; the first rotating seat is fixedly arranged on the first footpath, and the second rotating seat is fixedly arranged on the second footpath; when hydraulic oil is injected into or discharged from the telescopic short section, the first footpath and/or the second footpath can rotate around an axis defined by the hinge mechanism based on the extension or shortening of the telescopic supporting part, so that the first slope angle of the first footpath and/or the second slope angle of the second footpath can be changed.
According to a preferred embodiment, a first guard rail is arranged on the first footpath along the length direction of the first footpath, and the first guard rail positioned at the outer side is arranged in a manner of extending to the conversion platform; and a second guard rail is arranged on the second footpath along the length direction of the second footpath, and the second guard rail positioned at the outer side is arranged in a mode of being capable of extending to the conversion table.
According to a preferred embodiment, said first and second walkways each include a tread and a tread support plate; the pedal is arranged on the pedal supporting plate, wherein the pedal is arranged in a telescopic manner in the height direction and/or the length direction; and/or the pedal supporting plate is arranged in a telescopic way; thus, under the condition that the first slope angle of the first footpath and the second slope angle of the second footpath are changed, the pedals and/or the pedal supporting plates can be freely stretched and contracted to adapt to the length change caused by the change of the first slope angle and/or the second slope angle.
According to a preferred embodiment, the invention also discloses a regulation system for going up and down stairs of a deep foundation pit based on safety, which comprises a processing module, a monitoring module, a regulation module and a mechanical construction module, wherein the processing module acquires a stress-strain signal monitored in the monitoring module provided in the suspended portion and generates a stress equivalent, the processing module is capable of generating an execution signal and communicating the execution signal to the adjustment module in the event that the stress equivalent exceeds an allowable stress, based on an execution action generated by the adjustment module from the execution signal, the mechanical construction module adjusts a hanging angle formed by the hanging part and the upstairs and downstairs by adjusting the height of the upstairs and downstairs, so that the stairs can be safely installed in the inner space of the deep foundation pit under the condition that the stress equivalent exceeds the allowable stress; wherein the mechanical construction module is constructed in the following manner: one end of the suspension part is arranged at the basic part of the deep foundation pit, and the other end of the suspension part is arranged at the telescopic support part, so that the upstairs and downstairs are suspended in the inner space of the deep foundation pit in a manner of being at the suspension angle of the suspension part; the first footpath and the second footpath are arranged in an inner space limited by the telescopic supporting part in a non-parallel and rotary connection mode to form a footpath unit; the adjusting module is right when the mechanical structure module carries out the action of execution, first pavement can wind second pavement pivoted mode changes the first slope angle of first pavement, second pavement can change with the mode of winding first pavement pivoted second slope angle of second pavement, so that the system can be according to first slope angle with the change of second slope angle is adjusted with the mode of folding or expanding the height of going up and down stairs is in order to adjust hang the angle and make going up and down stairs hang safely in the inner space of deep basal pit.
The invention provides a method for adjusting a suspension angle of going upstairs and downstairs in a deep foundation pit based on safety, which at least has the following advantages:
(1) the present invention is considered from the safety point of view, if the hanging part 4 fails, the collapse of the whole upstairs and downstairs is caused, and the serious safety accident is caused, which must be avoided. The stress of the suspension part 4 is closely related to the suspension angle and the load of going upstairs and downstairs; the stair that goes up and down on the one hand can increase self gravity along with the construction of deep basal pit gradually, and on the other hand, the stair that goes up and down also can regard as new people's passageway, and consequently the load of stair that goes up and down is random variation, if hang the angle and remain unchanged all the time, then probably lead to the suspension 4 because the stress surpasss the stress that needs to use and lead to the suspension yield failure or fracture, arouse the accident. In order to overcome the technical problem, the up-and-down stairs are made into a telescopic structure, and the suspension angle can be adjusted when the stress reaches the allowable stress based on the stress monitoring of the suspension part 4 so as to reduce the stress value of the suspension part 4 and ensure the construction safety.
(2) If the bottommost footpath unit does not meet the fully-unfolded state, the invention can tightly fasten each construction stage of the deep foundation pit to adjust the height in real time by adjusting the length of the telescopic unit and/or the assembly structure of the stairs for meeting the requirement that workers can smoothly enter the deep foundation pit for operation so as to meet each depth in the deep foundation pit construction, thereby overcoming the technical problem that the workers can enter the deep foundation pit for operation only by assisting the stairs to go up and down through an outer tower in the prior art.
(3) The deep foundation pit stairs for going up and down can provide safety and convenience for constructors, and has the advantages of high dismounting speed, high arrangement speed, high turnover rate, high safety performance and the like.
Drawings
FIG. 1 is a left side schematic view of a preferred construction of a mechanical construction module provided by the present invention;
FIG. 2 is a schematic elevational view of a preferred construction of the mechanical construction module provided by the present invention;
FIG. 3 is a logic module schematic diagram of the method for adjusting the hanging angle of the stairs up and down in the deep foundation pit based on the safety provided by the invention;
FIG. 4 is a fully expanded schematic view of the mechanical construction module provided by the present invention;
FIG. 5 is a schematic illustration of the components of the walkway unit of the mechanical construction module provided by the present invention;
FIG. 6 is a schematic diagram of a preferred structure of a telescopic short joint of the mechanical construction module provided by the invention;
FIG. 7 is a schematic diagram of a preferred structure of a fixing plate of a telescopic short joint of the mechanical construction module provided by the invention;
FIG. 8 is a schematic diagram of a connection structure of two adjacent telescopic short joints of the mechanical construction module provided by the invention;
fig. 9 is a schematic enlarged view of a connection structure between a first step and a second step of the mechanical construction module provided by the present invention, i.e., a partial enlarged view of a portion a shown in fig. 5;
FIG. 10 is a schematic view of a preferred construction of the hinge structure of the mechanical construction module provided by the present invention;
fig. 11 is a schematic view of a preferred construction of the hinge rod of the mechanical construction module provided by the present invention; and
fig. 12 is a schematic structural view of the step plate and the step plate support plate of the mechanical construction module provided by the present invention, i.e., a partially enlarged view of a portion B shown in fig. 5.
List of reference numerals
1: first lane 3 a-1: fixing plate
2: second lane 3 a-2: threaded hole
3: the telescopic support portion 4 a: first suspension support part
4: suspension portion 4 b: second suspension support part
5: the processing module 12 a: hinge mechanism
7: the adjusting module 12 b: hinged swivel
8: mechanical configuration module 12 c: rotary arc surface
9: the monitoring module 12 d: hinge hole
12: the conversion table 12 e: hinged rod
1 a: first lane I12 f: rotary seat
1 b: first lane II 12 g: hinged support
2 a: second step lane I α: first slope angle
2 b: second step II β: second slope angle
3 a: the telescopic rod theta: hanging angle
Detailed Description
The following detailed description is made with reference to fig. 1 to 12.
In the description of the present invention, the terms "first", "second", "third" and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implying any number of technical features indicated. Thus, features defined as "first," "second," "third," and so forth may explicitly or implicitly include one or more of such features. In the description of the present invention, "a plurality" means two or more unless specifically defined otherwise.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "inner", etc., indicate orientations or positional relationships based on those shown in the drawings, and are used only for convenience of description and for simplicity of description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, are not to be construed as limiting the present invention.
In the present invention, unless otherwise expressly specified or limited, the terms "mounted," "connected," "secured," and the like are to be construed broadly and can, for example, be fixedly connected, detachably connected, or integrally connected; 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 meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
In the present invention, the term "detachably" is one of an adhesive, a key connection, a screw connection, a pin connection, a snap connection, a hinge connection, a clearance fit, or a transition fit. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
Example 1
The embodiment provides a method for adjusting a suspension angle of going upstairs and downstairs in a deep foundation pit based on safety. The preferred embodiments of the present invention are described in whole and/or in part in the context of other embodiments, which can supplement the present embodiment, without resulting in conflict or inconsistency.
The method comprises the following steps:
s1: the processing module 5 acquires a stress-strain signal monitored by the monitoring module 9 provided in the suspended portion 4 and generates a stress equivalent. In case the stress equivalent exceeds the allowable stress, the processing module 5 is able to generate and pass an execution signal to the adjustment module 7.
S2: the execution action generated based on the execution signal of the adjustment module 7. The mechanical construction module 8 adjusts a hanging angle θ formed by the hanging part 4 and the upstairs and downstairs by adjusting the height of the upstairs and downstairs so that the upstairs and downstairs can be safely installed in the inner space of the deep foundation pit with the stress equivalent exceeding the allowable stress.
Preferably, the mechanical construction module 8 is constructed in the following way:
one end of the hanging part 4 is arranged at the basic part of the deep foundation pit, and the other end is arranged at the telescopic support part 3, so that the stairs can be hung in the inner space of the deep foundation pit in a mode of a hanging angle theta with the hanging part 4. Preferably, the telescopic support portion 3 comprises a plurality of telescopic rods 3a, the first footpath 1 is respectively installed between two telescopic rods 3a on the same side but with different axes, and the second footpath 2 is respectively installed between two telescopic rods 3a on different sides. The first travelator 1 is rotatably connected to the second travelator 2. The first track 1 and the second track 2 are arranged in a non-parallel manner. The first and second walks 1 and 2 are installed in an inner space defined by the telescopic supports 3 in a non-parallel and rotatably coupled manner to each other to form a walk unit.
When the adjusting module 7 performs an action on the mechanical construction module 8, the first ramp 1 can change its first slope angle β in such a way that it rotates about the second ramp 2. The second step 2 can change the second slope angle a of the second step 2 in a rotating manner around the first step 1. The upstairs and downstairs can be folded or unfolded according to the change of the first slope angle beta and the second slope angle alpha to adjust the height of the upstairs and downstairs so as to adjust the suspension angle theta, and the upstairs and downstairs can be safely suspended in the inner space of the deep foundation pit.
The present invention is considered from the safety point of view, if the hanging part 4 fails, the collapse of the whole upstairs and downstairs is caused, and the serious safety accident is caused, which must be avoided. The stress of the suspension part 4 is closely related to the suspension angle and the load of going upstairs and downstairs; the stair that goes up and down on the one hand can increase self gravity along with the construction of deep basal pit gradually, and on the other hand, the stair that goes up and down also can regard as new people's passageway, and consequently the load of stair that goes up and down is random variation, if hang the angle and remain unchanged all the time, then probably lead to the suspension 4 because the stress surpasss the stress that needs to use and lead to the suspension yield failure or fracture, arouse the accident. In order to overcome the technical problem, the up-and-down stairs are made into a telescopic structure, and the suspension angle can be adjusted when the stress reaches the allowable stress based on the stress monitoring of the suspension part 4 so as to reduce the stress value of the suspension part 4 and ensure the construction safety. In addition, because the stairs can be extended and retracted, the height of the stairs can be adjusted within a safe range.
Preferably, the processing module 5 is able to generate a safety interval of the suspension angle θ based on a processing model generated by the attributes of the upstairs and downstairs and the attributes of the suspension portion 4 in the case where the stress equivalent exceeds the allowable stress. The process model may be a theoretical model of mechanics and/or a finite element model. For example, the theoretical model of mechanics formed between the stairway and the suspended portion 4 can be simplified to a model in which the suspended portion 4 receives a heavy object. The processing module 5 generates a safety interval of the first slope angle β and a safety interval of the second slope angle α based on the safety interval of the suspension angle θ to generate a safety interval of the amount of expansion and contraction of the expansion and contraction support portion 3. The geometrical relationship among the suspension angle theta, the first slope angle beta, the second slope angle alpha and the telescopic amount of the telescopic support part 3 can be obtained according to the geometrical characteristics of going upstairs and downstairs. The processing module 5 generates an execution signal based on the safety interval of the amount of expansion and contraction and transmits the execution signal to the adjusting module 7. Preferably, the adjustment module 7 adjusts the initial suspension angle θ as follows0Adjusted to a safe interval of the suspension angle theta to form a safe suspension angle theta1: based on the first execution signal generated by the processing module 5, the adjustment module 7 performs a first execution action on the mechanical construction module to adjust the telescopic support 3 from the initial telescopic amount to a first telescopic amount. Under the condition that the minimum difference/minimum relative difference between the first expansion amount and the safety interval of the expansion amount reaches a preset range, based on a second execution signal generated by the processing module 5, the adjusting module 7 executes a second execution action on the mechanical construction module to adjust the expansion supporting part 3 from the first expansion amount to a second expansion amount so that the second expansion amount is in the safety interval of the expansion amount, and therefore the suspension angle theta can be adjusted from the initial suspension angle theta under the condition that the initial expansion amount adjusts the second expansion amount0Adjusted to a safe suspension angle theta1. For example, the safety interval of the suspension angle θ is 60 ° to 70 °, and the safety interval of the expansion amount is 20cm to 30cm as seen by geometric conversion. While the current initial suspension angle theta0At 55 deg., corresponding to an initial amount of expansion of 12.5 cm. In order to accurately suspend the angle theta from the initial angle theta0Adjusting the angle to be 55 degrees until the safety interval is within 60-70 degrees, and before the expansion amount is adjusted from 12.5cm of the initial expansion amount to 18cm of the first initial expansion amount (the minimum difference is preset 2cmMay be a minimum relative difference of 10%), the opening of the electromagnetic flow valve is 1 liter/min, and the oil pressure is 2 Mpa. Before the expansion amount is adjusted from 12.5cm, which is the initial expansion amount, to 18cm, the opening of the electromagnetic flow valve is 0.8 liter/min, and the oil pressure is 1.5 MPa.
Preferably, under the condition that the maximum value of the first slope angle beta cannot satisfy the safety interval of the first slope angle beta and the second slope angle alpha cannot satisfy the safety interval of the second slope angle alpha, the processing module 5 generates an alarm signal and feeds the alarm signal back to the monitoring center or pushes the alarm signal to the monitoring terminal, and a constructor takes at least the following measures according to the alarm signal so that the suspension angle theta of going upstairs and downstairs can be adjusted to the safety interval of the suspension angle theta.
(1) The amount of expansion and contraction of the expansion and contraction support portion 3 is increased. Preferably, adjacent telescopic supports 3 are arranged in a detachable manner. The two ends of the telescopic supporting part 3 are integrally provided with a fixing plate 3a-1 with a plurality of threaded holes 3a-2 matched with the studs.
(2) The hanging portion 4 is added. The suspended portion 4 includes at least a first suspended and supported portion 4a and a second suspended and supported portion 4b, wherein an included angle between the first suspended and supported portion 4a and the second suspended and supported portion 4b is an acute angle in a case where the up-and-down stairs are completely unfolded. Wherein, the one end of first suspended and supported portion 4a and the one end of second suspended and supported portion 4b are connected with the foundation portion rotation through pre-buried rag bolt of locating the foundation portion. (ii) a The other end of the first suspension support portion 4a and the other end of the second suspension support portion 4b are fixedly connected to the telescopic support portion 3 by bolts fixedly provided on the pad of the telescopic support portion 3.
Preferably, the adjusting module 7 adjusts the extension and retraction amount of the telescopic support 3 in a hydraulic driving manner to adjust the suspension angle θ of the upstairs and downstairs to the second height in a manner of adjusting the first slope angle β and the second slope angle α. Wherein, an electromagnetic flow valve is arranged between each telescopic supporting part 3 and a hydraulic oil circuit of the hydraulic system. The extension amount or the shortening amount of the telescopic support portion 3 can be adjusted by adjusting the opening degree of the electromagnetic flow valve or adjusting the hydraulic pressure. The opening degree of the electromagnetic flow valve based on the first execution signal is larger than that of the electromagnetic flow valve based on the second execution signal. And/or the hydraulic pressure based on the first actuation signal is greater than the hydraulic pressure based on the second actuation signal. So that the extension amount of the telescopic support 3 can be accurately adjusted from the initial telescopic amount to the second telescopic amount. Wherein, the side wall of the telescopic short section at the two ends of the telescopic rod 3a is provided with an oil inlet and an oil outlet. The oil inlet hole and the oil outlet hole are hermetically connected with a pipeline in the hydraulic loop.
Preferably, the first and second suspension support portions 4a and 4b are provided with strain gauge sensors. Strain gauge sensors are used to monitor the stress of the first and second suspension support portions 4a, 4 b. The stress directly reflects the stress condition of the first and second suspension support portions 4a and 4b, and when the stress exceeds the yield limit or strength limit of the first and second suspension support portions 4a and 4b, the stress of the first and second suspension support portions 4a and 4b can be reduced by changing the length of the telescopic support portion. The stress can be judged by a maximum tensile stress theory, a maximum shear stress theory and a distortion energy theory. In particular, the strain gauge sensors transmit the strain signals to the processing module 7 of the monitoring center by means of wires and/or wirelessly. The processing module 7 has the capability of calculating the stress equivalent from the strain stress signal, such as a data operation server and a data processing chip. Then the processing module 7 compares the stress equivalent with allowable stress corresponding to the maximum tensile stress theory, the maximum shear stress theory and the distortion energy theory respectively. When the stress equivalent exceeds one of the allowable stresses, the processing module 7 sends an execution signal to the monitoring center.
Usually, a resistance strain gauge is used as a sensing element of the strain gauge sensor. Resistive strain gages take good advantage of the physical and geometric properties of conductors. When a conductor is stretched by an external force within the elastic limit of the conductor, the conductor cannot be broken or can be narrowed and lengthened due to permanent deformation, and the resistance change of the terminal is large due to the deformation. In contrast, when one conductor is compressed, it becomes wider and shorter, and this deformation causes its terminal resistance to be small. By measuring the resistance of the strain gage, the strain in the area covered by the strain gage can be calculated. The sensitive grid of the strain gauge is a group of parallel wires formed by zigzag arrangement of narrow conductor bars, and the arrangement mode can accumulate the tiny deformation in the base line direction to form a larger accumulated value of resistance variation. The sensing element of the strain gauge sensor may also employ an optical strain gauge, such as a bragg grating strain gauge. The strain is inverted into stress by generalized hooke's law, specifically:
Figure GDA0002718446700000151
Figure GDA0002718446700000152
Figure GDA0002718446700000153
Figure GDA0002718446700000154
Figure GDA0002718446700000155
Figure GDA0002718446700000156
wherein E is the elastic modulus of the material, upsilon is the Poisson ratio of the material, and G is the shear modulus of the material. ε is positive strain, γ is shear strain, and σ is stress.
Preferably, the signal transmission of the present invention may be a Zigbee module, a Wifi module, or a fiber optic transmission. The processing module is a data server having a data processing function, such as a PLC controller.
Example 2
This embodiment discloses a preferred way of ascending and descending stairs. The preferred embodiments of the present invention are described in whole and/or in part in the context of other embodiments, which can supplement the present embodiment, without resulting in conflict or inconsistency. Preferably, the upstairs and downstairs may be implemented by the method of the present invention and/or other alternative modules. The stair can provide safety and convenience for the passage of constructors, and has the advantages of simple disassembly and assembly process, high component repeatable utilization rate and the like.
As shown in fig. 1 and 2, the present embodiment provides for ascending and descending stairs. The up-down stairs comprise a plurality of first footpaths 1, a plurality of second footpaths 2, a telescopic supporting part 3 and a plurality of hanging parts 4. The first footpath 1 and the second footpath 2 form a plurality of footpath units to provide an installation channel for constructors. And a telescopic support 3 defining a working space for ascending and descending stairs and providing support for the first and second stairways 1 and 2. The suspension parts 4 are arranged outside the telescopic support parts 3 and are used for supporting the upstairs and downstairs. So that the stairs ascend or descend in a suspended manner occupying a part of the space in the excavation. The partial space is defined by the volume of the stairs. For example, the ascending and descending stairs are installed in the east direction of the foundation pit, and the length, width and height of the ascending and descending stairs after the installation are respectively 4m, 4m and 10m, so that the ascending and descending stairs occupy 160m in the east direction of the foundation pit in a hanging manner3The space of (a). One end of any suspension part 4 is rotatably arranged at the basic part of the deep foundation pit, and the other end is arranged at the telescopic support part 3, so that the upstairs and downstairs can be arranged in the inner space of the deep foundation pit in a suspension manner. The first and second walkways 1 and 2 are installed in an inner space defined by the telescopic support 3. The telescopic supporting part 3 comprises a plurality of telescopic rods 3a, the first footpath 1 is respectively arranged between two telescopic rods 3a which are arranged on the same side and have different axes, and the second footpath 2 is respectively arranged between two telescopic rods 3a arranged on different sides. The first travelator 1 is rotatably connected to the second travelator 2. The first track 1 and the second track 2 are arranged in a non-parallel manner. When pushing force or pulling force is applied to the telescopic rod 3a, the first step way 1 can change the first slope angle beta of the first step way in a mode of rotating around the second step way 2 and/or the second step way 2 can change the second slope angle alpha of the second step way 2 in a mode of rotating around the first step way 1, so that the upstairs and downstairs can be installed in a folding or unfolding mode according to the change of the first slope angle beta and the second slope angle alphaIn the inner space of the deep foundation pit. When pushing force or pulling force is applied to the telescopic rod 3a, the first step road 1 can change the first slope angle beta of the first step road in a mode of rotating around the second step road 2; and/or the second step 2 can change the second slope angle a of the second step 2 in a rotating manner around the first step 1; thereby the up-and-down stairs can be installed in the inner space of the deep foundation pit through the folding or unfolding mode according to the change of the first slope angle beta and the second slope angle alpha, so that the up-and-down stairs can enable workers to gradually go into the deep foundation pit or gradually return to the earth surface. The stairs have different working states, the depth of the stairs in the deep foundation pit can be adjusted by extending or shortening the telescopic supporting part 3, the height required by construction can be achieved by adjusting the size of the space under the condition of not changing the structure of the stairs, and the technical problem that the stairs need to be assembled continuously by manpower in the conventional stairs is solved; secondly, the stairs can change the gradient of multiple stairs by adjusting the slope angle of the footpath unit so as to meet the requirements of different construction states.
Preferably, in case that the depth of the deep foundation pit is not enough to fully deploy the lowermost walkway unit, the ascending and descending stairs can be constructed to meet the depth of the deep foundation pit in height by disassembling at least one of the first walkway I1a, the first walkway II1b, the second walkway I2a, and the second walkway II2b in the lowermost walkway unit. And/or the ascending and descending stairs can adjust the completely unfolded walkway units to the folded state in a form of changing a first slope angle of the first walkway and/or changing a second slope angle of the second walkway by shortening at least one telescopic rod 3a, so that the ascending and descending stairs meet the depth of the deep foundation pit in height. If the bottommost footpath unit does not meet the fully-unfolded state, the invention can meet the requirement of each depth in the construction of the deep foundation pit by adjusting the length of the telescopic unit and/or the assembly structure of the stairs, so as to overcome the technical problem that the outer tower is required to assist the stairs to go up and down to enter the deep foundation pit for operation in the prior art.
Preferably, as shown in fig. 4, the first lane 1 includes a first lane I1a and a first lane II1b arranged in a parallel manner, and the second lane 2 includes a second lane I2a and a second lane II2b arranged in a parallel manner, as viewed in a plan view of the lane unit. The first step I1a, the first step II1b, the second step I2a and the second step II2b define a step unit, and a plurality of step units can be arranged on the stairs according to the depth of the deep foundation pit. Preferably, as shown in fig. 3, in case of going upstairs and downstairs being fully deployed, the first and second footpaths 1 and 2 are in the following states: when the first step I1a and the second step II1b are observed in the side view direction of going upstairs and downstairs, the first slope angle of the first step I1a and the second slope angle of the first step II1b are opposite numbers; when the user observes in the front view direction of going upstairs and downstairs, the second slope angle of the second footpath I2a and the second slope angle of the second footpath II2b are opposite numbers; the walkway units are thus annular channels which enable the staff to gradually descend into deep foundation pits or to gradually return to the surface. For example, as shown in FIGS. 1 and 2, the first ramp I1a has a first slope angle of 15 and the first ramp II1b has a second slope angle of-15. The second slope angle of the second lane I2a is 15 ° and the second slope angle of the second lane II2b is-15 °. The first slope angle of the first step I1a may also be 20 and 25 °; the slope angles of the first step II1b are-20 degrees and-25 degrees correspondingly. The second slope angle of the second footpath I2a may also be 20 ° and 25 °; the second angle of inclination II2b is-20 ° and-25 ° respectively. Considering that the stairs are a recyclable truss structure, the used parts can be manufactured into standard parts so as to reduce the manufacturing cost and the use cost. Preferably, the first ramp I1a has a first slope angle of 15 ° and the second ramp II1b has a second slope angle of-15 ° in case of a fully deployed up-and-down stairs. The second slope angle of the second lane I2a is 15 ° and the second slope angle of the second lane II2b is-15 °.
Preferably, the telescopic rod 3a adjusts the first slope angle beta, the second slope angle alpha and the height of going upstairs and downstairs in a hydraulic driving mode. Preferably, a mechanical construction module is arranged between each telescopic rod 3a and a hydraulic oil circuit of the hydraulic system. The extension or shortening of the telescopic rod 3a can be adjusted by adjusting the opening of the mechanical construction module or by adjusting the hydraulic pressure. The first slope angle beta, the second slope angle alpha and the height of going upstairs and downstairs are adjusted based on the extension amount or the shortening amount of the telescopic rod 3 a. For example, the hydraulic system includes a hydraulic pump, a hydraulic oil tank, and a hydraulic circuit. When the hydraulic system injects high-pressure hydraulic oil into the telescopic rod 3a, the telescopic rod 3a can be extended based on the injected high-pressure hydraulic oil. When the hydraulic system recovers the hydraulic oil, the telescopic rod 3a can be shortened to recover the original length. Specifically, telescopic link 3a has two flexible nipple joints at least, and flexible nipple joint realizes extension or shortening under the drive of hydraulic oil pressure, and when stopping to pour into hydraulic oil, flexible nipple joint is forming under the effect of the hydraulic oil of telescopic link 3 a's oil intracavity and is supporting whole stair of going up and down. As shown in fig. 5, the telescopic rod 3a preferably has three telescopic short joints. The number of telescopic rods 3a may also be 2, 4 or more. The telescopic short section is preferably 3 sections in consideration of the supporting effect and the buckling stability of the telescopic rod 3 a. The internal construction of the telescopic rod 3a is already known in the art and is not described in detail again. And the injection or discharge mode of the hydraulic oil can adopt that the side walls of the telescopic short sections at the two ends of the telescopic rod 3a are provided with an oil inlet and an oil outlet. The oil inlet hole and the oil outlet hole are hermetically connected with a pipeline in the hydraulic loop. A hydraulic system may be provided in the walkway unit adjacent to each telescopic pole 3a and marked with safety signs.
Preferably, the adjacent two telescopic rods 3a are detachably connected to each other, so that the lowest pavement unit can be detached when the depth of the deep foundation pit is not enough to fully unfold the lowest pavement unit. Preferably, as shown in fig. 7, two adjacent telescopic rods 3a are connected by a fastener, and the fastener is convenient to detach. For example, as shown in fig. 5 and 6, the two ends of the telescopic rod 3a are integrally provided with fixing plates 3a-1 having a plurality of threaded holes 3a-2 matched with the studs, and when the studs are screwed into the adjacent two fixing plates 3a-1, the adjacent telescopic rods 3a are detachably connected. And the stud is screwed in and is matched with a matched nut for further fastening. Preferably, the thread lead angle of the threaded hole 3a-2 is smaller than the equivalent friction angle of the screw pair formed by the stud and the threaded hole 3a-2, so that the fastening connection is reliable and cannot be automatically loosened,so as to ensure the safety of going upstairs and downstairs. The lead angle is the angle between the tangent of the helix on the pitch diameter cylinder and the plane perpendicular to the axis of the thread, which affects the self-locking and anti-loosening of the thread. The equivalent friction angle is related to the thread profile angle γ. The thread form angle gamma is the included angle of two side edges of the thread form in the axial section of the thread. The included angle between the side edge of the thread profile and the vertical plane of the thread axis is called a flank angle theta, and the symmetrical flank angle theta is gamma/2. Coefficient of equivalent friction fvF/cos θ, f is the coefficient of friction. And the equivalent friction angle psi is arctan fv。
Preferably, as shown in fig. 2, the suspending portion 4 includes at least a first suspending support portion 4a and a second suspending support portion 4 b. Preferably, one end of the first suspension support portion 4a and one end of the second suspension support portion 4b are fixedly connected with the foundation portion through anchor bolts embedded in the foundation portion. Preferably, the angle between the first 4a and second 4b suspension support portions is acute when the upstairs and downstairs are fully deployed. The foundation part comprises a concrete foundation and an end column formed by pouring with the concrete foundation, and foundation bolts are embedded in the concrete foundation and the end column. Preferably, the anchor bolts are embedded in a vertical manner inside the concrete foundation and the end posts. Preferably, the foundation portion further embeds shear keys. Preferably, the foundation part is used for excavating a foundation pit according to the design pattern of the foundation after the measurement setting-out is finished. And compacting the excavated foundation pit, cleaning, and pouring a plain concrete cushion layer of C15. After the construction of the plain concrete cushion layer is completed, two-way steel bars are laid on the cushion layer, a concrete cushion block is placed at the bottom end of the lower layer of steel bars, the end column and the ground beam steel bars are bound, foundation bolts are buried underground, concrete is poured after the binding of the steel bars and the formwork are completed, shear keys are placed in the reserved holes of the end column 2 after the initial setting is completed, secondary pouring is carried out, and C35 fine stone concrete is poured. The first and second suspended supports 4a and 4b are installed after the concrete foundation is completed and the design strength for installing the suspended portions is achieved. And a column foot plate is laid on the end column, the column foot plate is welded with the pre-embedded shear key, one end part of the first suspension support part 4a and one end part of the second suspension support part 4b are welded on the column foot plate, and the steel plate laid at the position of the foundation bolt is fastened on the foundation bolt by using a nut. In current steel structure column base design, a shear key is provided when a shear force exceeds a friction force between a column base and concrete. The column base is usually welded on a horizontal steel plate on the bottom surface of the column base by using thicker channel steel or I-shaped steel, and is buried in a shear groove reserved in a concrete foundation.
Preferably, the other end of the first suspension support portion 4a and the other end of the second suspension support portion 4b are fixedly connected to the telescopic support portion 3 by bolts fixedly provided on the pad of the telescopic support portion 3. The other ends of the first and second suspension support portions 4a and 4b have fixing members with screw holes matching the bolts. Preferably, the pad is integrally connected with the telescopic support part.
Preferably, as shown in fig. 4 and 8, the adjacent first and second walks 1 and 2 are rotatably coupled by a transfer table 12 fixed to a working space defined by the telescopic support 3. The transfer table 12 is provided with an articulation mechanism 12a for the first and second footpaths 1, 2. Preferably, the hinge mechanism 12a includes at least a hinge rotator 12b and a hinge rod 12e provided with a hinge hole 12d engaged with the rotation arc 12c in the hinge rotator 12 b. The hinge swivel 12b and the hinge hole 12d are in clearance fit or interference fit. The clearance fit or the interference fit enables the hinge rotator 12b and the hinge hole 12c to rotate mutually and limit axial sliding between the hinge rotator 12b and the hinge hole 12c, and enables the hinge rotator 12b and the hinge hole 12d to rotate more reliably. Preferably, the articulated swivel 12b further comprises a swivel seat 12 f. The rotary body seat 12f and the rotary arc surface 12b are preferably of an integral structure. The hinge rod 12e is preferably inserted into the hinge support 12g in an interference fit manner. As shown in fig. 9, preferably, the first swivel base is fixedly mounted to the first walkway 1. The second rotating seat is fixedly arranged on the second step channel 2. The first articulated support is fixedly mounted on the opposite side of the conversion table 12 to the first walkway 1. The second hinge support is fixedly installed at the opposite side to the second step 2. The fixing mode can adopt a welding mode, can adopt a mode of connecting through a stud to fix, and can also adopt an integrated mode to fix. Preferably, the conversion table 12 may be detachably attached to the telescopic support portion 3, or may be integrally connected to the telescopic support portion 3. In consideration of the strength requirement, stability requirement and telescopic reliability requirement of the telescopic support portion 3, the conversion table 12 is preferably connected to the telescopic support portion in an integrated manner. Preferably, the hinge rod 12e is provided with a plurality of hinge holes 12d in an array, and the corresponding hinge swivel 12b is also provided with a plurality of hinge holes. For example, as shown in fig. 10, 3 pieces 12d are provided in the axial direction of the hinge lever 12 e. When hydraulic oil is injected into or discharged from the telescopic short section, the telescopic supporting part 3 extends or shortens, and the first step way 1 and/or the second step way 2 can rotate around the axis defined by the hinge mechanism, so that the first slope angle alpha of the first step way 1 and/or the second slope angle beta of the second step way 2 are/is changed.
As can be inferred from the above structure, the adjacent transfer tables 12 located at different telescopic support portions are offset in height with the up-and-down stairs completely unfolded. Preferably, the transfer table 12 can be used as a resting platform and can also house a hydraulic system. In order to ensure the load-bearing stability and the safety applicability of the conversion table 12, a triangular reinforcing plate integrated with or welded to the telescopic support part 3 is arranged on the bottom surface of the conversion table 12.
Preferably, the first guideways 1 are provided with first guard rails along the longitudinal direction of the first guideways 1, and the first guard rails positioned at the outer side are provided to be extendable to the transfer table 12. A second guard rail is provided on the second footpath 2 in the longitudinal direction of the second footpath 2, and the second guard rail positioned at the outer side is provided in such a manner as to be extended to the converting table 12. The first protective guard and the second protective guard can prevent constructors from falling accidentally when walking, and safety of the construction stairs is improved. Preferably, the first guard rail and the second guard rail are metal guard rails.
Preferably, both the first step lane 1 and the second step lane 2 include a step and a step support plate. The footplate is installed on the footplate supporting plate to provide the constructor with an up-and-down channel. Since the lengths of the first and second footpaths 1 and 2 are changed during the change of the first and second slope angles of the first and second footpaths 1 and 2. Thus, the step is telescopically arranged in the height direction. For example, the step may have a corrugated plate that is malleable in the height direction. Two adjacent steps can be connected in the height direction by interference fit, for example, the step at the upper end can not fall off from the step at the lower end in a plug-in manner with the step at the lower end under the condition that the steps are completely unfolded. The pedal support plate is arranged in a telescopic manner. And expansion joints, such as springs, are arranged between the two adjacent pedals in the length direction. The pedal support plate is arranged in a telescopic manner. For example, the pedal support plate is provided with a corrugated plate having ductility. The pedal support plate may be provided as a plurality of support plate units movably connected to each other two by two in an end-to-end manner.
Preferably, all parts of the stair ascending and descending can be manufactured into standard parts, so that the stair ascending and descending can meet the development requirements of a safety protection device in a standardized mode and a tool mode.
It should be noted that the above-mentioned embodiments are exemplary, and that those skilled in the art, having benefit of the present disclosure, may devise various arrangements that are within the scope of the present disclosure and that fall within the scope of the invention. It should be understood by those skilled in the art that the present specification and figures are illustrative only and are not limiting upon the claims. The scope of the invention is defined by the claims and their equivalents.

Claims (10)

1. A method for adjusting a suspension angle of a deep foundation pit for going upstairs and downstairs based on safety is characterized by comprising the following steps:
the processing module (5) acquires a stress-strain signal monitored in a monitoring module (9) provided in the suspension (4) and generates a stress equivalent, in the case of which the stress equivalent exceeds the permissible stress, the processing module (5) being able to generate an execution signal and to transmit it to the regulating module (7),
on the basis of the execution action generated by the adjustment module (7) according to the execution signal, the mechanical construction module (8) adjusts a suspension angle (theta) formed by the suspension part (4) and the stairs by adjusting the height of the stairs so that the stairs can be safely installed in the inner space of the deep foundation pit when the stress equivalent exceeds the allowable stress;
wherein the mechanical construction module (8) is constructed in the following manner:
one end of the hanging part (4) is arranged at the basic part of the deep foundation pit, and the other end of the hanging part is arranged at the telescopic supporting part (3), so that the upstairs and downstairs are hung in the inner space of the deep foundation pit in a manner of being at the hanging angle (theta) with the hanging part (4);
the first footpath (1) and the second footpath (2) are arranged in an inner space limited by the telescopic supporting part (3) in a non-parallel and rotary connection mode to form a footpath unit;
adjusting module (7) is right mechanical structure module (8) carries out during the execution action, first pavement (1) can wind second pavement (2) pivoted mode changes first slope angle (beta) of first pavement, second pavement (2) can change with wind first pavement (1) pivoted mode second slope angle (alpha) of second pavement (2), the up-and-down stair can be according to first slope angle (beta) with the change of second slope angle (alpha) is adjusted with the mode of folding or expanding the height of up-and-down stair is in order to adjust hang angle (theta) makes up-and-down stair hang safely in the inner space of deep basal pit.
2. The method according to claim 1, characterized in that, in the case that the stress equivalent exceeds an allowable stress, the processing module (5) can generate a safety interval of the suspension angle (θ) based on a processing model generated by the attributes of the upstairs and downstairs and the suspension (4), the processing module (5) generates a safety interval of the first slope angle (β) and a safety interval of the second slope angle (a) based on the safety interval of the suspension angle (θ) to generate a safety interval of the amount of telescoping of the telescoping support (3), the processing module (5) generates the execution signal based on the safety interval of the amount of telescoping and transmits the execution signal to an adjustment module (7),
wherein the adjustment module (7) adjusts the initial suspension angle (theta) in the following manner0) Adjusted to within a safety interval of said suspension angle (theta) to form a safety suspension angle (theta)1)：
Based on a first execution signal generated by the processing module (5), the adjusting module (7) executes a first execution action on the mechanical construction module to adjust the telescopic support (3) from an initial telescopic amount to a first telescopic amount;
when the minimum difference/minimum relative difference between the first expansion and contraction amount and the safety interval of the expansion and contraction amount reaches a preset range, based on a second execution signal generated by the processing module (5), the adjusting module (7) executes a second execution action on the mechanical construction module to adjust the expansion and contraction supporting part (3) from the first expansion and contraction amount to a second expansion and contraction amount so that the second expansion and contraction amount is in the safety interval of the expansion and contraction amount, and therefore the suspension angle (theta) can be adjusted from the initial suspension angle (theta) under the condition that the initial expansion and contraction amount adjusts the second expansion and contraction amount0) Adjusted to said safe suspension angle (θ)1)。
3. Method according to claim 2, characterized in that in the case where the maximum value of the first inclination angle (β) cannot satisfy the safety interval of the first inclination angle (β) and the second inclination angle (α) cannot satisfy the safety interval of the second inclination angle (α), the processing module (5) generates an alarm signal to be fed back to a monitoring center or to be pushed to a monitoring terminal, on the basis of which the constructor takes at least the following measures in order to enable the adjustment of the suspension angle (θ) of the upstairs and downstairs to the safety interval of the suspension angle (θ):
increasing the amount of expansion and contraction of the telescopic support part (3); wherein, the adjacent telescopic supporting parts (3) are arranged in a detachable way; both ends of the telescopic supporting part (3) are integrally provided with a fixing plate (3a-1) with a plurality of threaded holes (3a-2) matched with the studs; and/or
-adding the suspension (4); the suspension part (4) at least comprises a first suspension support part (4a) and a second suspension support part (4b), wherein the included angle between the first suspension support part (4a) and the second suspension support part (4b) is an acute angle under the condition that the upstairs and downstairs are completely unfolded; one end of the first suspension supporting part (4a) and one end of the second suspension supporting part (4b) are rotatably connected with the base part through anchor bolts pre-buried in the base part; the other end of the first suspension support part (4a) and the other end of the second suspension support part (4b) are fixedly connected with the telescopic support part (3) through bolts which are fixedly arranged on a base plate of the telescopic support part (3).
4. A method according to claim 3, characterized in that the adjusting module (7) is hydraulically driven adjusting the amount of extension and retraction of the telescopic support (3) to adjust the suspension angle (θ) of the upstairs and downstairs to a second height in the manner of adjusting the first and second slope angles (β, a),
an electromagnetic flow valve is arranged between each telescopic supporting part (3) and a hydraulic oil circuit of a hydraulic system; the elongation or shortening of the telescopic supporting part (3) can be adjusted by adjusting the opening of the electromagnetic flow valve or adjusting the hydraulic pressure;
the opening degree of the electromagnetic flow valve based on the first execution signal is larger than that based on the second execution signal; and/or the hydraulic pressure based on the first execution signal is greater than the hydraulic pressure based on the second execution signal; so that the elongation of the telescopic support (3) can be accurately adjusted from the initial telescopic amount to the second telescopic amount;
the telescopic supporting part (3) comprises a plurality of telescopic rods (3a), the first footpath (1) is respectively installed between two telescopic rods (3a) which are arranged on the same side and have different axes, the second footpath (2) is respectively installed between two telescopic rods (3a) arranged on different sides, and the side walls of the telescopic short sections at the two ends of each telescopic rod (3a) are provided with an oil inlet and an oil outlet; the oil inlet hole with the oil outlet hole all with the pipeline sealing connection in the hydraulic circuit.
5. A method according to claim 4, characterized in that the first suspension support (4a) and the second suspension support (4b) are provided with strain gauge sensors;
the strain gauge sensor is used for monitoring the strain of the first suspension support part (4a) and the second suspension support part (4b) and transmitting the strain to the processing module (5); based on the measured strain, the processing module (5) inverts the stress by Hooke's law and calculates the stress equivalent at least according to four intensity theories;
based on the comparison of the stress equivalent with the allowable stress, the processing module (5) is capable of generating the execution signal and passing the execution signal to an adjustment module (7);
wherein the allowable stress is obtained from a yield limit or a strength limit of the first and second suspension support portions (4a, 4 b).
6. The method of claim 5, wherein the walkway unit is configured as follows:
the first walkway (1) comprises a first walkway I (1a) and a first walkway II (1b) arranged in parallel in a direction from above the walkway units, the second walkway (2) comprises a second walkway I (2a) and a second walkway II (2b) arranged in parallel,
the first footpath I (1a), the first footpath II (1b), the second footpath I (2a) and the second footpath II (2b) define one footpath unit, and a plurality of the footpath units can be arranged on the stairs according to the depth of the deep foundation pit;
wherein, under the condition that the stairs are completely unfolded, the first footpath (1) and the second footpath (2) are in the following states:
in the direction of observing the stairs up and down in a side view, a first slope angle of the first footpath I (1a) and a second slope angle of the first footpath II (1b) are opposite numbers; in the direction of observing the stairs up and down in the main view, a second slope angle of the second footpath I (2a) and a second slope angle of the second footpath II (2b) are opposite numbers; the walkway units are thus annular channels that enable the staff to gradually descend into deep foundation pits or to gradually return to the surface.
7. Method according to claim 6, characterized in that the adjacent first and second footpaths (1, 2) are arranged in such a way that:
the adjacent first footpath (1) and the second footpath (2) are rotatably connected through a conversion table (12) which is fixed in a working space defined by the telescopic supporting parts (3) and is positioned on different telescopic supporting parts under the condition of completely unfolding the stairs, and the conversion table (12) is provided with a hinge mechanism (12 a);
wherein the hinge mechanism (12a) at least comprises a hinge swivel (12b) and a hinge rod (12e) provided with a hinge hole (12d) engaged with a rotary cambered surface (12c) in the hinge swivel (12 b); the hinged swivel (12b) further comprises a swivel seat (12 f); the hinged rod (12e) is inserted into the hinged support (12g) in an interference fit manner;
wherein, the first swivel seat is fixedly arranged on the first footpath (1), and the second swivel seat is fixedly arranged on the second footpath (2); a first articulated support is fixedly mounted on the opposite side of the conversion table (12) to the first travelator (1), a second articulated support is fixedly mounted on the opposite side of the conversion table (12) to the second travelator (2),
when hydraulic oil is injected into or discharged from the telescopic short section, the first footpath (1) and/or the second footpath (2) can rotate on the basis of the extension of the telescopic supporting part (3) or the shortening of the telescopic supporting part around the axis defined by the hinge mechanism (12a), so that the first slope angle (alpha) of the first footpath (1) and/or the second slope angle (beta) of the second footpath (2) are/is changed.
8. The method according to claim 7, characterized in that a first guard rail is provided on the first travelator (1) in the length direction of the first travelator (1), and the first guard rail located at the outer side is provided in such a way as to be extendable to the transfer table (12);
and a second guard rail is arranged on the second step path (2) along the length direction of the second step path (2), and the second guard rail positioned on the outer side is arranged in a manner of being capable of extending to the conversion table (12).
9. The method according to claim 8, characterized in that both the first walkway (1) and the second walkway (2) comprise pallets and pallet support plates; the pedal is mounted on the pedal support plate,
wherein the pedals are arranged in a telescopic manner in the height direction and/or the length direction; and/or the pedal supporting plate is arranged in a telescopic way; thus, under the condition that the first slope angle of the first footpath (1) and the second slope angle of the second footpath (2) are changed, the pedals and/or the pedal supporting plates can be freely stretched and contracted to adapt to the length change caused by the change of the first slope angle and/or the second slope angle.
10. The regulation system for going upstairs and downstairs in the deep foundation pit is characterized by comprising a processing module (5), a monitoring module (9), a regulation module (7) and a mechanical structure module (8)
Wherein the processing module (5) acquires a stress-strain signal monitored in the monitoring module (9) provided in the suspension (4) and generates a stress equivalent, in the case of which the processing module (5) is able to generate an execution signal and to transmit it to the adjustment module (7),
on the basis of an execution action generated by the adjustment module (7) according to the execution signal, the mechanical construction module (8) adjusts a suspension angle (theta) formed by the suspension part (4) and the upstairs and downstairs by adjusting the height of the upstairs and downstairs so that the upstairs and downstairs can be safely installed in the inner space of the deep foundation pit when the stress equivalent exceeds an allowable stress;
wherein the mechanical construction module (8) is constructed in the following manner:
one end of the hanging part (4) is arranged at the basic part of the deep foundation pit, and the other end of the hanging part is arranged at the telescopic supporting part (3), so that the upstairs and downstairs are hung in the inner space of the deep foundation pit in a manner of being at the hanging angle (theta) with the hanging part (4); the first footpath (1) and the second footpath (2) are arranged in an inner space limited by the telescopic supporting part (3) in a non-parallel and rotary connection mode to form a footpath unit;
when the adjusting module (7) executes the executing action on the mechanical construction module (8), the first footpath (1) can change a first slope angle (beta) of the first footpath in a manner of rotating around the second footpath (2), and the second footpath (2) can change a second slope angle (alpha) of the second footpath (2) in a manner of rotating around the first footpath (1), so that the system can adjust the height of the ascending and descending stairs in a folding or unfolding manner according to the change of the first slope angle (beta) and the second slope angle (alpha) to adjust the suspension angle (theta) to enable the ascending and descending stairs to be safely suspended in the inner space of the deep foundation pit.
CN201811380059.2A 2018-11-20 2018-11-20 Method for adjusting suspension angle of deep foundation pit for going upstairs and downstairs based on safety Active CN109958133B (en)

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CN201811380059.2A CN109958133B (en) 2018-11-20 2018-11-20 Method for adjusting suspension angle of deep foundation pit for going upstairs and downstairs based on safety
CN202110047477.5A CN112854232B (en) 2018-11-20 2018-11-20 Deep basal pit stairs up-down adjusting device

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