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CN212587002U - An early warning device for roof collapse under fire based on temperature field and location - Google Patents

An early warning device for roof collapse under fire based on temperature field and location Download PDF

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Publication number
CN212587002U
CN212587002U CN202021470885.9U CN202021470885U CN212587002U CN 212587002 U CN212587002 U CN 212587002U CN 202021470885 U CN202021470885 U CN 202021470885U CN 212587002 U CN212587002 U CN 212587002U
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roof
assembly
telescopic tube
fire
iii
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尹亮
阚强
李智鸿
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Shanghai Xiaohong Information Technology Co ltd
Tianjin Fire Research Institute of MEM
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Shanghai Xiaohong Information Technology Co ltd
Tianjin Fire Research Institute of MEM
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Abstract

一种基于温度场和定位的屋盖火灾下坍塌预警装置,热电偶树最末的散头端固定在第三伸缩管内;第三至一伸缩管依次插装;第一伸缩管通过手持安装组件与隔热缓冲接合组件连接;隔热减震箱固定于隔热缓冲接合组件上,投射接合组件、光显示高程助识组件固定于隔热减震箱上;热电偶树依次穿过手持安装组件、隔热缓冲接合组件进入隔热减震箱接入数据采集组件;屋面穿孔组件与第三伸缩管底端连接;处置部由连接于处理显示机的声识别组件、数据接收组件、模型算法模块、预警分级模块、建筑及屋盖结构信息输入模块、救援人员位置动态获取模块、预警发出模块组成;可实现对大空间场所屋盖结构严重受火灾影响区域的全过程监视并向处于危险的救援人员发出预警。

Figure 202021470885

A roof collapse warning device based on temperature field and positioning, the last scattered end of a thermocouple tree is fixed in a third telescopic tube; the third to first telescopic tubes are inserted in sequence; the first telescopic tube is installed through a hand-held assembly It is connected with the heat insulation buffer joint assembly; the heat insulation shock absorption box is fixed on the heat insulation buffer joint assembly, the projection joint assembly and the light display elevation aid assembly are fixed on the heat insulation shock absorption box; the thermocouple tree passes through the hand-held installation assembly in sequence , The thermal insulation buffer joint component enters the thermal insulation shock absorption box and is connected to the data acquisition component; the roof perforation component is connected to the bottom end of the third telescopic tube; It is composed of an early warning classification module, a building and roof structure information input module, a dynamic acquisition module for the position of rescuers, and an early warning issuing module; it can realize the whole-process monitoring of the roof structure of the large space site seriously affected by the fire and provide rescue services to those in danger. Personnel issued an alert.

Figure 202021470885

Description

Room lid conflagration early warning device that collapses down based on temperature field and location
Technical Field
The utility model relates to a building fire accident emergency rescue (deals with) field, concretely relates to early warning device collapses under room cover conflagration based on temperature field and location is to big space place room cover structure based on building near roofing temperature field of inner space and the room cover structure conflagration that seriously receives conflagration influence area space location early warning device collapses under the room cover structure conflagration.
Background
In a fire accident, the building structure is at risk of collapse, which threatens the safety of users who are not evacuated in time and fire-fighting rescue personnel, and increases property loss. The prediction of collapse in building structure fire accidents is a real demand of emergency treatment of the current building fire accidents, but is also a worldwide problem. In general engineering, disaster monitoring, multiple sensor can be arranged with building monitored site contact before the disaster takes place, and settle in key position that can foresee, like application number: CN201811485370.3 uses an axial force sensor and a horizontal and relative displacement sensor; application No.: cn201220315799.x uses a tilt sensor; application No.: CN201911135600.8 uses multiple laser photoreceptors to accurately calculate the beam offset distance; application No.: CN201921586546.4 uses vibration sensor in monitoring dam rock collapse; application No.: CN201910732356.7 uses pressure sensor in monitoring collapse of coal mine; application No.: CN201620344377.3 uses infrared emitter, lateral reflector, infrared receiver; application No.: CN201320478138.3 uses a strain gauge, etc. However, when a fire disaster occurs randomly, instruments and equipment for monitoring collapse cannot be arranged in advance purposefully, the environmental conditions after the fire disaster are different from the normal temperature, the high-temperature, dense smoke and spreading environment caused by the fire disaster become the biggest difficulty of field operation, personnel cannot be close to a fire area to arrange related instruments and accessories, the situations that the applicability and reliability of the existing equipment are reduced, information transmission is interfered and the like can occur, and the difficulty of observation can be increased due to weather factors.
In response to the need and challenges of fire building collapse incident disposal, current technology has focused on multiple attempts from different perspectives, briefly summarized as follows:
(1) measurement techniques for displacement (velocity, acceleration) include: deformation, tilt, deflection, etc.
A. A method for obtaining single-point three-dimensional coordinates by using a laser total station. The total station is widely applied to engineering quality control and maintenance in the fields of buildings, highway bridges and the like, belongs to a visual measurement technology, assists in a laser and automatic tracking technology, and increases the identification degree of a target. However, one instrument can only track one single-point target when continuously observing, and is easily interfered by high-temperature smoke. Application No.: CN201711067894.6 provides a device and a method for effectively using a total station to monitor building deformation, aiming at solving the problems that a laser transmitter is expensive to be used for building deformation measurement and the common total station is used for replacing the advantages that the monitoring and data conversion consume manpower. The analysis finds that: the key problems related to the implementation of the technology, such as monitoring from the front, back, left and right or more directions of a fire building, monitoring of three-dimensional coordinate data of monitoring points on the building, the fact that the monitoring points are calibration points on the building or fixed points of the monitoring points, warning threshold values, danger threshold values and the like, are not clear. The key point for implementing the technology is that the part of the building which cannot be judged in the fire is a key monitoring point, the key point cannot be continuously monitored, and if the fixed point of the building is not suitable, how to temporarily install a calibration object for the monitoring point of the building which fires the fire is the key point for implementing the technology. Meanwhile, the total station is undoubtedly required to be of an automatic tracking type, has no price advantage compared with a laser emitter, is used by a plurality of stations, cannot continuously and automatically track once an initial tracking target exceeds the view field of the total station, and possibly does not have real-time performance of the whole process. The wireless transmission between the total station and the monitoring platform is a technology which is already known in the fields of bridge monitoring, house measurement and the like. The goal of providing reliable assurance of the life safety of fire fighters is generally not achieved;
B. a method for visually observing the position change of a building sign relative to a laser array. Application No.: CN201720777637.0 provides a lower-cost, higher-precision non-contact monitoring means adopting laser circular spot transverse approximate equidistant array aiming at the purpose of detecting the deformation of the building in advance in the fire and ensuring the life safety of the fire rescue personnel. The analysis finds that: the device application also depends on the existing fixed building reference (further application No. CN201710519707.7 indicates that the building characteristics used as the reference (line) comprise window edges, door edges, building outer side edges, beam columns or building outer surface edges), which brings difficulty to the application of the device, on one hand, the reference can be far away from the collapse part of the building at first and cannot reflect the deformation which is easy to occur (further application No. CN201710519707.7 indicates that the deformation before the collapse of the fire scene building is mainly transversely inclined wholly or partially), on the other hand, the selection of the reference depends on the fire scene information and personal experience obtained by an operator, which brings difficulty to accurate monitoring; although the laser can avoid the positions of obvious flames and smoke and reduce the influence of the external environment on the monitoring result, the local collapse of the building is actually caused from the positions, and the dense smoke and high-temperature gas inevitably affect the path of the laser. In conclusion, the device has a great feasibility problem in predicting the collapse of the building on the fire scene;
C. the method for measuring the distance change of a single target point in the linear direction by using multiple angles so as to analyze the relative change of a space three-dimensional coordinate (three linear distance measuring instruments simultaneously observe one point). Application No.: CN201710378861.7 discloses a monitoring point micro-displacement monitoring system with a long-distance measuring probe as a radar probe or a laser ranging probe. The distance detection assembly is used for detecting the distance from the measured point to the detection device, and the distance change condition of the measured point can be calculated through continuous recording; in order to improve the testing precision of the system and reduce the false alarm behavior, (application number: CN201710378847.7) also discloses an early warning system which is formed by a second detection unit (short-distance detection component) and a third detection unit (middle-distance detection component) which are matched with each other; application No.: CN201710378847.7 discloses a method for using the displacement monitoring system, that is, firstly, coordinates of a monitored point location are used as structural model information of a building, and compared with a stored early warning parameter threshold or a threshold obtained by an early warning parameter threshold calculation method, then, a coordinate measurement value not less than the threshold is used as an early warning parameter to be marked, and the marked early warning parameters are combined, and finally, if an early warning parameter set formed after combination contains any early warning parameter model, an alarm is generated; meanwhile, the known technology is that: when the radar probe is used, the tracking measurement can be carried out only on the strongest signal reflection point in the same radius in a transmitting local spherical domain, so that a signal enhancement reflection cone (radar beacon) needs to be arranged on the surface of a building, and the application number is as follows: CN201710377888.4 discloses a method for fixing the matched radar beacon on the surface of a building by transportation, magnetic attraction, impact, adhesion, etc.; considering that high temperature in a fire may cause interference to electromagnetic waves (application No.: CN201720777637.0), the application No.: CN201710893850.2 and CN201710894123.8 disclose a system and a method for calibrating micro horizontal and vertical displacement deformation aiming at radar beacons respectively;
D. photogrammetry techniques are used. Application No.: CN200710303966.2 emphasizes that the failure of the bottom pillar is judged by means of a photo tracking the movement of a target point in the upper chamber of the ignition layer; application No.: CN201611191037.2 emphasizes and compares the photos of the building before (when the building is fire-proof and audited) and after the fire, judges whether the deformation is larger than the bearing capacity limit state, and sets artificial marks on the vertical surface which plays the bearing role;
E. the three-dimensional positioning monitoring system is based on a Chinese Beidou satellite navigation system (BDS) and a United states Global Positioning System (GPS). Application No.: CN201821985439.4 discloses a building displacement monitoring system under fire, which is provided with a plurality of virtual displacement monitors in the easily deformable areas of high-rise buildings. Meanwhile, buildings such as high-rise buildings, power transmission towers, large-span space structures and the like are mentioned; to improve positioning accuracy, application No.: CN201210398744.4 discloses a method for improving GPS positioning accuracy through some series coordinate transformation, which is different from Assisted Global Positioning System (AGPS) and Differential Global Positioning System (DGPS), by using local positioning information provided by mobile phone inertial navigation technology or ad hoc network.
(2) Measuring for other physical characteristics
A. For vibration characteristics of building structures. Application No.: CN201910566956.0 discloses a system and method for acquiring vibration acceleration signals by using an acceleration sensor and analyzing a frequency-time curve at a PC terminal to perform early warning of collapse of a multi-layer steel frame structure building, which utilizes the phenomenon that (local) vibration frequency may be suddenly changed when the frame structure is near to collapse under fire, but lacks feasibility in the practical operation level, which is shown in the following: the steel structure in the frame building is not exposed, and the integrated magnetic seat cannot be fixed on the surface of the steel structure in an emergency; under the action of high temperature in fire, the magnetism of the magnetic seat is weakened, and the magnetic seat cannot be reliably fixed with a building structure; according to the characteristics of fire spreading and development, a firefighter cannot find a position fixed acceleration sensor near a fire source in a high-temperature, dense-smoke and dark environment easily; the acceleration signal can not be obtained directly due to the fact that the depth of the interior of a building is large and the interior wireless communication of a fire scene is not smooth; which one of the multiple frequency-time curves at multiple positions obtained by analysis is taken as a main reference, and which curve change belongs to the phenomenon that the frequency is sharply reduced restricts the practical application of the technology; application No.: CN200810064763.7 discloses a vibration monitoring system for building structure collapse in case of fire, in which a vibration sensor is connected to a building structure member;
B. to the acoustic emission characteristics of building structures in a fire. Application No.: CN200810064762.2 discloses a monitoring system and method for analyzing acoustic emission parameters of a building structure in fire, establishing relationships with structural member fracture, stability and the like of the building, and further determining whether the structure is in a safe state, and the relationship between the instability mode of the concrete structure and the acoustic emission is emphasized.
Summarizing the above related art, it can be found that:
1. in the aspect of predicting collapse accidents of fire buildings, the prior art focuses on the collapse (lateral deformation) of multi-storey and high-rise buildings, except for the application number: CN201821985439.4 is mentioned in the same way, and no early warning device for collapse under fire (before the collapse of the roof structure, the horizontal lateral deformation of the peripheral wall is very small, and the detection from the peripheral vertical face is difficult) of the roof structure in a large space place exists;
2. the prior art mostly aims at the displacement (speed, acceleration), vibration characteristic and the like of a building, and belongs to a bearing capacity method in fire failure judgment. The critical temperature method for judging the failure of the fire resistance of the building structure, namely the temperature field near the roof and the temperature field in the structural member of the roof, has not been provided by corresponding application technologies;
3. the prior art recognizes the importance of non-contact measurement, but measures such as finding a fixed point or laying a calibration point on the surface of a building (when a laser total station is used), installing a radar beacon (when a radar probe is used), laying a wireless acceleration sensor with a magnetic base and the like are still needed after the fire scene is reached. Namely, the method belongs to single-point measurement, and the key position closely related to the initial collapse occurrence point is difficult to find. Even if a building is artificially divided into a plurality of areas and each area is monitored at a single point (application number: 201710378847.7), the single point cannot completely represent the deformation behavior of the area, and a calculation method for connecting the single points into domains is not available. In consideration of safety of rescue workers, the most critical fire-starting area cannot be arranged close to the building, and the situation of spreading fire inside the building cannot be mastered and judged by the existing collapse monitoring technology and method which can realize the monitoring of the local area above the large-span roof burning object and further reach the whole roof;
4. part scheme is too loaded down with trivial details in the aspect of technical principle, set up, debugging, and detection device's the quantity of laying, the challenge of the condition of ascending a height in place is very big, is unfavorable for the scene of a fire to grasp effective information temporarily fast, and the feasibility is relatively poor. For example, a fixed point on a wall surface is monitored by using a radar probe, three radar devices are required to monitor the same radar beacon, the three-dimensional deformation coordinate of the fixed point can be obtained through calculation, and a radar signal is easily interfered by a building metal roof, so that the monitoring data is discontinuous.
Disclosure of Invention
In view of the situation and the existence not enough of correlation field prior art, the utility model provides a room lid conflagration early warning device that collapses under fire based on temperature field and location.
The utility model overcomes prior art: the device, the technology and the method for solving the early warning problem of collapse in the building fire accident focus on the collapse (mainly horizontal inclined deformation) of a multi-storey and high-rise building under the fire, the collapse (the periphery of the ground is not easy to observe, and deflection deformation is mainly caused) of a roof structure which is not aimed at a large-floor space place and has a large floor area under the fire, and the collapse development process of the large-span roof structure is difficult to capture and determine the deformation process and the magnitude by the currently adopted method for observing the lateral deformation of the peripheral supporting wall of the building. The principle of the technical indexes for solving the collapse of the building is summarized to that the fire-resistant bearing capacity of the building structure under the fire disaster is focused on the deformation process through a bearing capacity method, and the technology and the method which directly pass through a critical temperature method of a structural member of the roof are not provided. The adopted instrument device belongs to non-contact measurement and needs a necessary fire building surface mounting part, and the crux lies in that the instrument device still belongs to dispersed single-point measurement, the key position reflecting the collapse deformation development of a region is difficult to directly find, and a method for calculating the deformation of the key region according to a single point is not available, so that dispersed individual monitoring points are not necessarily representative, the passive current situation that high temperature in the key region is dangerous, personnel cannot approach the installation and cannot detect is caused, and meanwhile, a monitoring technology and a method aiming at a local region above a large-span roof burner and further reaching the whole roof are not available, and the fire development condition in the building cannot be acquired in a three-dimensional auxiliary mode. Part scheme is too loaded down with trivial details, and many instrument and equipment can only monitor a position, and it is many, the place condition requires highly to lay the quantity, is unfavorable for the scene to master building structure deformation effective information fast and does not have the alternative when the signal is disturbed, causes key information to break easily.
The utility model can realize the overall process monitoring and early warning of collapse under the fire of the roof structure in the large space place, and the provided technical proposal starts from two angles of a critical temperature method and a bearing capacity method, mutually supplements, and also in the scope of non-contact measurement, the whole process monitoring of the area seriously affected by the fire of the roof structure in the large space place can be realized by arranging roof dismantling personnel or projection means at three detection points of the roof, which are relatively far away from the center of a combustion area, the current situation that the current multiple devices can only monitor uncertain single points and can not monitor the area is changed, the internal temperature field of the roof structure component can be obtained, the development and spread condition of the fire in the building can be obtained by three-dimensional assistance, the scattered point detection of the current focus is developed to the area detection and behavior estimation, further, the deformation under the overall fire of the roof structure is obtained, and the operation method of the fire-fighting and rescue field operation personnel safety are emphasized at the same, and a backup path is provided for key information transmission, so that the reliability and the maneuvering response capability are improved.
The early warning device that collapses under big space place room lid structure conflagration that uses this technical scheme to obtain can be applied to the early warning that collapses under the building room lid structure conflagration that multiple building room lid structure that has big space place such as factory building, warehouse, rack, net shell, can be used for many high-rise buildings, tower mast structure, high-rise structure etc. equally, use critical temperature and bearing capacity deformation characteristic as the judgement standard and increased scientificity and security, use wireless and acoustic emission as the transmission mode and increased the reliability, the key information omission has been avoided to the overall area prediction in key region of room lid by single-point detection innovation, arrange conveniently, the debugging is simple, focus on operating personnel safety, provide powerful software and hardware support for the emergent processing of building conflagration accident that collapses.
The utility model discloses a realize that the technical scheme that above-mentioned purpose adopted is: a house roof collapse early warning device under fire based on temperature field and location is characterized by comprising a detection part and a treatment part;
the detection part consists of a roof perforation assembly, a first telescopic pipe, a second telescopic pipe, a third telescopic pipe, a handheld mounting assembly, a heat insulation buffer joint assembly, a heat insulation shock absorption box, a light display elevation identification assisting assembly and a projection joint assembly;
the first telescopic pipe is formed by sequentially welding an upper circular pipe section I with equal diameter, a middle circular pipe section I and a lower circular pipe section I, wherein an even number of square holes I are symmetrically and uniformly distributed along the circumference of the middle circular pipe section I;
the second telescopic pipe is formed by sequentially welding an upper circular pipe section II with equal diameter, a middle circular pipe section II symmetrically and uniformly distributed with even number of square holes II along the circumference, and a lower circular pipe section II;
the third telescopic pipe is formed by sequentially welding an upper circular pipe section III with equal diameter, a middle circular pipe section III and a lower circular pipe section III which are symmetrically and uniformly distributed with even number of square holes III along the circumference, and the top end of the upper circular pipe section III is provided with an upper opening expanding ring III;
the heat-insulation buffer jointing component consists of a buffer jointing layer and a heat-insulation layer which are equal in size and are tightly attached, and a through wire hole is formed in the centers of the buffer jointing layer and the heat-insulation layer;
a system power supply assembly, a space positioning assembly, a data acquisition assembly, a data transmitting assembly and an acoustic emission elevation identification assisting assembly which are connected through a circuit are arranged in the heat insulation shock absorption box;
the thermocouple hoop consists of a wire clamping short ring and four horizontal fixing rods which are welded on the middle part of the wire clamping short ring and are distributed in a cross shape;
the thermocouple tree is formed by staggering one ends of three thermocouple wires with different lengths at equal intervals, taking the other ends of the three thermocouple wires in order and then fastening the whole thermocouple tree, wherein the staggered loose ends of the three thermocouple wires sequentially comprise a detection limb III which vertically extends downwards, a detection limb II which extends downwards and a detection limb I which extends downwards;
the outer extending ends of four horizontal fixing rods of the thermocouple hoop are fixed at the joint of an upper circular pipe section III and a middle circular pipe section III of the third telescopic pipe; the third telescopic pipe is inserted into the upper circular pipe section II of the second telescopic pipe from the bottom end of the lower circular pipe section III; the second telescopic pipe is inserted into the upper circular pipe section I of the first telescopic pipe from the bottom end of the lower circular pipe section II;
the top end of the upper circular tube section I of the first telescopic tube is connected with one end of a handheld mounting assembly with the same diameter, and the other end of the handheld mounting assembly is connected with the surface of a buffer joint layer of the heat insulation buffer joint assembly in a centering manner;
the light display elevation recognition assisting assembly is sleeved in the projection connecting assembly and fixed on the top surface of the heat insulation shock absorption box, and is in circuit connection with a data acquisition assembly in the heat insulation shock absorption box;
the thermocouple tree is arranged in the upper circular tube section III of the third telescopic tube, the alignment end of the thermocouple tree sequentially passes through the wire holes of the handheld mounting assembly and the heat insulation buffer joint assembly, enters the heat insulation shock absorption box and is connected with the data acquisition assembly, and meanwhile, the thermocouple tree and the wire holes are fixedly sealed by refractory glue;
a detection limb III of the thermocouple tree extends out of and is fixed in a wire clamping short ring of the thermocouple hoop from top to bottom, so that the end head of the detection limb III is positioned in the middle height cross section of the square holes III;
the tip end of the roof perforation component is downward, and the back side plane is connected with the bottom end of the lower circular tube section III of the third telescopic tube in a centering way;
sequentially extending and sliding the third telescopic pipe, the second telescopic pipe and the first telescopic pipe to enable the bottom surface of the upper opening expanding ring III to be in contact with the top surface of the lower opening reducing ring II and the bottom surface of the upper opening expanding ring II to be in contact with the top surface of the lower opening reducing ring I;
respectively fine-tuning a detection limb II and a detection limb I of the thermocouple tree to enable the end of the detection limb II to be positioned in the middle height cross sections of the square holes II and the end of the detection limb I to be positioned in the middle height cross sections of the square holes I;
the sliding third telescopic pipe, the second telescopic pipe and the first telescopic pipe are sequentially shortened, so that the top surface of the upper opening expanding ring III is flush with the top surface of the upper opening expanding ring II, the bottom surface of the lower opening reducing ring II is flush with the bottom surface of the lower opening reducing ring I, and the thermocouple tree is coiled and placed in an upper circular pipe section III of the third telescopic pipe again;
the treatment part consists of a sound identification component, a data receiving component, a model algorithm module, an early warning grading module, a building and roof structure information input module, a rescuers position dynamic acquisition module and an early warning sending module which are connected with a processing display machine through a circuit; the early warning sending module is connected with a sound broadcasting component and a wireless broadcasting component;
the acoustic emission elevation recognition-assisting components of the plurality of detection parts are respectively connected with the acoustic recognition components of the treatment part, and the data transmitting components of the plurality of detection parts are respectively connected with the data receiving components of the treatment part.
The utility model has the advantages that: the utility model discloses a large space room lid early warning device that collapses under conflagration has and collapses accident prediction demand with strong points under the large space place room lid structure conflagration, complies with this type of building fire-fighting rescue operation (the roofing is broken to tear open and is discharged fume) general processing method and attention roofing operating personnel safety, detection equipment use is small in quantity (after the condition of a fire investigator knows, generally uses threely detection portion satisfies needs promptly), arranges advanced convenience and debugging simply, transmission mode multiple path, obtain that data is abundant reliable, built-in module algorithm is reasonable, judges that the automatic science of index takes into account experience and judges, has the characteristics of further expanding application potential in other building types (high-rise structure, tower mast structure, high-rise structure building).
The detection part has the capability of integration of installation and detection through the design of the roof perforation component, and the inconvenience in operation caused by the fact that fire rescue workers carry various dispersed articles is avoided;
the handheld installation assembly enables fire rescue workers to manually perform forcible entry and smoke exhaust on the roof of a large-space place and install the detection part at the same time, conforms to the general fire extinguishing and rescue operation flow of a factory building and a warehouse, does not need to train the personnel additionally, and meanwhile, the detection part is installed in advance, so that the safety of the forcible entry and smoke exhaust process of the roof is guaranteed;
the design of the projection combination component conforms to the new trend of the current fire-fighting technology development, and modes such as ground launching installation and unmanned aerial vehicle throwing installation can be adopted;
the circuit of the detection part is arranged on the roof and is in a working state of waiting for instructions through the design of the system power supply assembly, and the communication control of the treatment part can be responded in time;
the design of a series of components (a first telescopic pipe, a second telescopic pipe, a third telescopic pipe, a thermocouple tree and a thermocouple clamp) for detecting temperature makes it possible to obtain a dynamic temperature field close to a roof, and can obtain the temperature at different heights below the roof, further supports the calculation of areas of the roof seriously affected by fire and the temperature field in a roof member, and has the premise of applying critical temperature to early warning the collapse of the roof structure, and greatly increases the prediction precision;
the position and the range of the severely affected area of the roof can be calculated through the design of the space positioning assembly, the requirement of three-dimensional fire detection is met, and meanwhile basic detection data are provided for the calculation of the overall deformation of the severely affected area of the roof and even the roof structure;
the design of the acoustic emission elevation recognition assisting component and the acoustic recognition component makes up the situation that data transmitted by a single path is discontinuous due to accidental interference of an external fire scene, and acoustic transmission can be mutually verified with wireless transmission and can supplement the part of wireless transmission interruption;
the design of the light display elevation recognition assisting assembly enables dynamic space elevation coordinate data obtained by the detection point location to be more directly noticed by field personnel, and the light display elevation recognition assisting assembly is particularly suitable for the situation that safety observers at night and the like have poor external investigation conditions;
through the division design of the model algorithm module and the early warning grading module, the calculation and judgment functions are distinguished more clearly, and the continuous perfect development of the respective functions and the addition of manual operation control are facilitated; the model algorithm module realizes that the detection part is far away from the roof above the flame of the burning object, so that the requirements of the range, the position, the deformation and the component temperature of the seriously affected area of the roof can be calculated, and the safety of operators can be guaranteed while the key detection area is grasped;
through the design of the building and roof structure information input module, the relevant calculation method and parameters in the model algorithm module can be pertinently called while necessary calculation information is input, so that the calculation process is more accurate and efficient;
in a word, the utility model discloses filled not have the blank to early warning device and operation method in the big space place room lid structure conflagration accident of collapsing, first-selected adopted based on the detection of bearing capacity method and critical temperature method antithetical couplet usefulness, calculate, the design of early warning device technique and method, current single-point detection can't confirm the key point, can't obtain the roofing seriously receive the conflagration influence area and then develop the current situation of monitoring, compare in the great reduction of the erection side operation scheme of current early warning instrument use quantity and practiced thrift the scene of a fire time, there is huge application development prospect in conflagration emergency rescue accident department, also provide testing arrangement for this field develops relevant scientific experiment simultaneously, also have huge social public safety benefit.
Drawings
Fig. 1 is an overall view of the collapse early warning device of the utility model;
fig. 2 is an exploded schematic view of the collapse early warning device of the present invention;
FIG. 3 is a cut-away view of a first telescopic tube of the collapse early warning device of the present invention;
FIG. 4 is a cutaway view of a second telescopic tube of the collapse early warning device of the present invention;
FIG. 5 is a cutaway view of a third telescopic tube of the collapse early warning device of the present invention;
FIG. 6 is a view of the structure of the thermocouple clamp of the collapse early warning device of the present invention;
FIG. 7 is a sectional view of the whole detection part of the collapse early warning device of the present invention;
FIG. 8 is an overall view of the working state of the collapse early warning device of the present invention;
fig. 9 is a cutaway view of the working state of the detection part of the collapse early warning device of the present invention;
fig. 10 is a schematic view of the usage of the collapse early warning device of the present invention.
Detailed Description
As shown in fig. 1 to 7, a collapse early warning device under roof fire based on temperature field and positioning comprises a detection part 1 and a treatment part 2;
the detection part 1 consists of a roof perforation component 1-1, a first extension pipe 1-2, a second extension pipe 1-3, a third extension pipe 1-4, a handheld installation component 1-5, a heat insulation buffer joint component 1-7, a heat insulation shock absorption box 1-8, a light display elevation identification assisting component 1-9 and a projection joint component 1-6;
the first extension tube 1-2 is formed by sequentially welding an upper circular tube section I1-2-1 with equal diameter, a middle circular tube section I1-2-2 and a lower circular tube section I1-2-4 which are symmetrically and uniformly distributed with even number of square holes I1-2-3 along the circumference, and a lower mouth reducing ring I1-2-5 is arranged at the bottom end of the lower circular tube section I1-2-4;
the second extension tube 1-3 is formed by sequentially welding an upper circular tube section II 1-3-1 with equal diameter, a middle circular tube section II 1-3-2 and a lower circular tube section II 1-3-4 which are symmetrically and uniformly distributed with even number of square holes II 1-3-3 along the circumference, the top end of the upper circular tube section II 1-3-1 is provided with an upper opening expanding ring II 1-3-6, and the bottom end of the lower circular tube section II 1-3-4 is provided with a lower opening reducing ring II 1-3-5;
the third extension tube 1-4 is formed by sequentially welding an upper circular tube section III 1-4-1 with equal diameter, a middle circular tube section III 1-4-2 and a lower circular tube section III 1-4-4, wherein the middle circular tube section III-4-2 and the lower circular tube section III-4-4 are uniformly distributed with even number of square holes III 1-4-3 along the circumference, and the top end of the upper circular tube section III 1-4-1 is provided with an upper opening expanding ring III 1-4-6;
the heat insulation buffer jointing component 1-7 consists of a layer of buffer jointing layer 1-7-1 and a layer of heat insulation layer 1-7-2 which are equal in size and are tightly attached, and a through wire hole 1-7-3 is formed in the center of the buffer jointing layer and the heat insulation layer;
a system power supply assembly, a space positioning assembly, a data acquisition assembly, a data transmitting assembly and an acoustic emission elevation identification assisting assembly which are connected through circuits are arranged in the heat insulation shock absorption boxes 1 to 8;
the thermocouple clamp 1-11 consists of a wire clamping short ring 1-11-1 and four horizontal fixing rods 1-11-2 which are welded on the middle part of the wire clamping short ring and are distributed in a cross way;
the thermocouple tree 1-10 is formed by staggering one end of three thermocouple wires with different lengths at equal intervals, taking the other end of the three thermocouple wires in order and then fastening the whole thermocouple tree, wherein the staggered loose ends of the three thermocouple wires sequentially comprise a detection limb III 1-10-1 extending vertically downwards, a detection limb II 1-10-2 extending downwards and a detection limb I1-10-3 extending downwards from bottom to top;
the thermocouple clamp 1-11 is fixed at the joint of an upper round pipe section III 1-4-1 and a middle round pipe section III 1-4-2 of the third extension pipe 1-4 through the extending ends of four horizontal fixing rods 1-11-2; the third extension tube 1-4 is inserted into the upper round tube section II 1-3-1 of the second extension tube 1-3 from the bottom end of the lower round tube section III 1-4-4; the second telescopic pipe 1-3 is inserted into the upper round pipe section I1-2-1 of the first telescopic pipe 1-2 from the bottom end of the lower round pipe section II 1-3-4;
the top end of a round pipe section I1-2-1 on a first extension pipe 1-2 is connected with one end of a handheld installation component 1-5 with the same diameter, and the other end of the handheld installation component 1-5 is connected with the surface of a buffer jointing layer 1-7-1 of a heat insulation buffer jointing component 1-7 in a centering manner;
the light display elevation recognition assisting assembly 1-9 is sleeved into the projection joint assembly 1-6 and fixed on the top surface of the heat insulation shock absorption box 1-8, and the light display elevation recognition assisting assembly 1-9 is in circuit connection with a data acquisition assembly in the heat insulation shock absorption box 1-8;
the thermocouple trees 1-10 are arranged in the upper circular pipe section III 1-4-1 of the third extension pipe 1-4, the alignment ends of the thermocouple trees 1-10 sequentially pass through the handheld mounting assembly 1-5 and the wire holes 1-7-3 of the heat insulation buffer joint assembly 1-7, enter the heat insulation shock absorption box 1-8 and are connected with the data acquisition assembly, and meanwhile, the thermocouple trees 1-10 and the wire holes 1-7-3 are fixedly sealed by refractory glue;
the detection limb III 1-10-1 of the thermocouple tree 1-10 extends out of and is fixed in the wire clamping short ring 1-11-1 of the thermocouple hoop 1-11 from top to bottom, so that the end head of the detection limb III 1-10-1 is positioned in the middle height cross section of the square holes III 1-4-3;
the tip end of the roof perforation component 1-1 is downward, and the back side plane is connected with the bottom end of a lower round pipe section III 1-4-4 of the third telescopic pipe 1-4 in a centering way;
sequentially extending and sliding the third extension tube 1-4, the second extension tube 1-3 and the first extension tube 1-2 to ensure that the bottom surface of the upper opening expanding ring III 1-4-6 is contacted with the top surface of the lower opening reducing ring II 1-3-5 and the bottom surface of the upper opening expanding ring II 1-3-6 is contacted with the top surface of the lower opening reducing ring I1-2-5;
the detection limbs II 1-10-2 and the detection limbs I1-10-3 of the thermocouple trees 1-10 are finely adjusted respectively, so that the ends of the detection limbs II 1-10-2 are positioned in the middle height cross sections of the square holes II 1-3-3, and the ends of the detection limbs I1-10-3 are positioned in the middle height cross sections of the square holes I1-2-3;
sequentially shortening and sliding the third telescopic pipe 1-4, the second telescopic pipe 1-3 and the first telescopic pipe 1-2 to enable the top surface of the upper opening expanding ring III 1-4-6 to be flush with the top surface of the upper opening expanding ring II 1-3-6, the bottom surface of the lower opening reducing ring II 1-3-5 to be flush with the bottom surface of the lower opening reducing ring I1-2-5, and coiling the thermocouple tree 1-10 again and placing the thermocouple tree in the upper round pipe section III 1-4-1 of the third telescopic pipe 1-4;
the treatment part 2 consists of a sound identification component, a data receiving component, a model algorithm module, an early warning grading module, a building and roof structure information input module, a rescuers position dynamic acquisition module and an early warning sending module which are connected with a processing display machine through circuits; the early warning sending module is connected with a sound broadcasting component and a wireless broadcasting component;
the acoustic emission elevation recognition aiding components of the plurality of detecting parts 1 are respectively connected with the acoustic recognition components of the treatment part 2, and the data transmitting components of the plurality of detecting parts 1 are respectively connected with the data receiving components of the treatment part 2.
As shown in fig. 8 to 10, in a method for using a roof collapse early warning device based on a temperature field and positioning, at least three detection parts 1 are installed on a roof corresponding to a to-be-detected roof structural grid, so as to obtain the near-roof dynamic temperature and the dynamic space coordinates of a detected point, transmit data to the outside in a wireless and acoustic emission mode, and immediately send out a visual early warning in a light display mode;
the roof perforation assembly 1-1, the handheld installation assembly 1-5, the projection combination assembly 1-6 and the heat insulation buffer joint assembly 1-7 are used for puncturing and integrally installing and fixing the detection part 1 on the roof corresponding to the structural grid of the roof;
the roof perforation assembly 1-1 is used for perforating a hole in the roof range corresponding to the grid in the installation process of the detection part 1; the hand-held mounting assembly 1-5 and the projection combination assembly 1-6 are respectively used for mounting the whole detection part 1 in a manual and fixed-point projection mode; the heat insulation buffer joint assembly 1-7 is used for buffering the vibration of the heat insulation shock absorption box 1-8 and the light display elevation identification assisting assembly 1-9 and the like in the installation process of the detection part 1 and reliably fixing the detection part 1 on the roof corresponding to the roof structural grid;
the temperature detection assembly is composed of a first extension tube 1-2, a second extension tube 1-3, a third extension tube 1-4, a thermocouple tree 1-10 and a thermocouple hoop 1-11 and is used for monitoring the dynamic temperature of a detected point position close to a roof and storing the dynamic temperature by a data acquisition assembly in a heat insulation shock absorption box;
the optical display elevation recognition assisting assemblies 1-9 obtain dynamic space elevation coordinate data stored by the data acquisition assembly and send visual early warning to the outside in a color type and depth mode;
the heat insulation shock absorption boxes 1-8 are used for ensuring that the detection part 1 is integrally arranged on a system power supply assembly, a space positioning assembly, a data acquisition assembly, a data transmission assembly, an acoustic emission elevation identification assisting assembly and an auxiliary connection wire inside a roof process corresponding to a roof structural grid to be prevented from being damaged by vibration and high-temperature smoke overflowing the roof during operation;
the space positioning assembly is used for acquiring dynamic space coordinates of the detected point position, including dynamic space elevation coordinate data and dynamic space horizontal coordinate data, and is stored by the data acquisition assembly; the data transmitting assembly obtains the near-roof dynamic temperature data and the dynamic space coordinate data stored by the data acquisition assembly and transmits the data to the outside in a wireless mode; the acoustic emission elevation recognition assisting component acquires dynamic space elevation coordinate data stored by the data acquisition component and transmits the dynamic space elevation coordinate data to the outside in an acoustic emission mode;
arranging the treatment part 2 in a ground safety area around a fire building, receiving dynamic temperature data and dynamic space coordinate data of detection points close to a roof, which are sent by each detection part 1, in a wireless and acoustic recognition mode, carrying out calculation by combining manually input building and roof structure information data, sending sound early warning to all people in a fire-fighting rescue site according to different early warning levels, and sending wireless early warning to fire-fighting rescue personnel in a dangerous area in the building;
the data receiving assembly is used for receiving data transmitted by the data transmitting assembly of each detection part 1 through wireless transmission and inputting the data into the processing display machine;
the acoustic identification assembly is used for receiving data transmitted by the acoustic emission elevation identification-assisting assembly of each detection part 1 through acoustic emission and inputting the data into the processing display machine; the building and roof structure information input module is used for manually inputting basic information of the occupied area, the clear height of space, the roof structure, the type of a combustion object and the moment of fire in the fire building, which is known by a fire detector through field detection or according to data, and inputting the basic information into the processing display machine; the rescue personnel position dynamic acquisition module is connected with a wireless communication machine carried by each fire rescue personnel, and is used for acquiring the dynamic space position of the fire rescue personnel in the fire building when the fire rescue personnel carry out fire extinguishing operation and inputting the dynamic space position into the processing and displaying machine;
the processing display machine calls the model algorithm module to respectively screen and fit the dynamic space elevation coordinate data of each detection point received by the data receiving assembly and the sound identification assembly into respective new dynamic space elevation coordinate data, so as to realize iterative calculation of the building and roof structure information, the near-roof dynamic temperature of each detection point and the new dynamic space coordinate data, obtain the severely affected area range of the roof, the position of the roof, the area deformation development characteristics and the internal temperature field data information of the roof structure members in the area corresponding to the internal ignition combustion range of the building and output the severely affected area range, the position of the roof, the area deformation development characteristics and the internal temperature field data information of the roof structure members in the area to the early warning grading module;
the processing display machine calls an early warning grading module, processes data information output by the model algorithm module, automatically determines early warning levels or executes early warning levels manually input by fire rescue commanders in terms of the proportion and the position of the area of a region of a roof which is seriously affected, the proportion of the temperature field in an inner roof structural member reaching critical temperature, and the expansion or collapse stage and magnitude presented by the development of region deformation, and simultaneously processes position data information of each fire rescue worker obtained by the dynamic acquisition module of the position of the rescue worker, and transmits an early warning instruction to the early warning sending module after the combination; the processing and displaying machine can display the range of the area of the roof seriously affected by the fire, the position of the roof, the deformation development characteristics of the area, the internal temperature field value of the structural member of the roof in the area, the dynamic space position of fire rescue personnel, the early warning level, the execution of an early warning instruction and the like in real time;
the early warning sending module receives an instruction of the early warning grading module, finally drives the sound broadcasting component to send out different-grade sound early warnings to all the personnel in the fire-fighting and rescue field, and finally drives the wireless broadcasting component to send out different-grade wireless early warnings to the fire-fighting and rescue personnel in the dangerous area in the building.
The method comprises the following specific steps:
s1, after the fire building site is reached, the treatment part 2 is arranged in a ground safety area around the fire building and is powered to work;
s2, a fire detector knows basic information such as the occupied area, the clear height of the space, the roof structure, the type of a burning object, the time of firing and the like in the large-space building at the first time, and inputs the basic information into the building and roof structure information input module of the treatment part 2;
s3, a roof demolishing person holds the hand-held mounting component 1-5 of the detection part 1, avoids a roof main body bearing structure, selects a corresponding roof position in a grid as a detection point position, pierces the roof by using the roof perforation component 1-1 and quickly inserts the detection part 1 into the roof from the end of the roof perforation component 1-1, under the drive of the roof perforation component 1-1, the third extension tube 1-4 is completely extended from the second extension tube 1-3 and the second extension tube 1-3 in sequence from the first extension tube 1-2, so that the bottom surface of the upper opening expansion ring III 1-4-6 is contacted with the top surface of the lower opening reduction ring II 1-3-5, the bottom surface of the upper opening expansion ring II 1-3-6 is contacted with the top surface of the lower opening reduction ring I1-2-5, and the buffer jointing layer 1-7-1 of the heat insulation buffer jointing component 1-7 is tightly connected with a roof panel Closely attaching, the treatment part 2 of S1 receives the signal sent by the detection part 1 and carries out communication connection, and the remote control starts working to finish the installation of the detection part 1 at a detection point;
s4, repeating the step S3, and installing one detecting part 1 at each of the other two positions close to the edge of the roof by a roof demolition worker, so that the center of a severely affected area of the roof corresponding to the indoor fire position is located in a triangle formed by connecting the three detecting parts 1, and the installation number of the detecting parts can be increased when necessary along with the spread of the indoor fire, namely the center of the severely affected area of the roof is located in a polygon formed by sequentially connecting the detecting parts 1, as shown in figure 10;
s5, or replacing S3 and S4, replacing manual operation of roof demolition personnel by using projection equipment in a fixed-point projection mode, namely carrying out unmanned observation on the roof condition, selecting at least three corresponding roof positions which avoid a load-bearing structure of a roof main body and are positioned in a grid as detection points, connecting the projection equipment with one detection part 1 through projection joint assemblies 1-6, driving the projection equipment to be separated from the projection joint assemblies 1-6 after the detection part 1 is moved to a preset projection position, puncturing the detection part 1 through a roof perforation assembly 1-1, inserting the corresponding selected roof detection points, and repeating the fixed-point projection operation in the fixed-point projection step;
s6, connecting the portable wireless communication machine with the dynamic acquisition module of the position of the fire-fighting rescue worker in the disposal part 2 by the fire-fighting rescue worker who intends to enter the interior of the building and is located at the periphery of the exterior of the building to carry out fire-fighting operation, and starting working;
s7, in the collapse early warning and monitoring process, the fire scene rescue commander monitors the display information of the processing display machine of the treatment part 2, the scene fire development condition information and the information reported by the fire scene investigator in real time;
s8, the early warning classification module automatically determines an early warning level in real time or executes the early warning level manually input by fire rescue commanders and transmits an early warning instruction to the early warning sending module by combining the processed position data information of the fire rescue commanders on the scene;
s9, rescue workers around the outdoor side of the fire-fighting and rescue site building know deformation development characteristics of the roof detection point through the light display elevation recognition assisting assemblies 1-9, all the workers can hear the early warning prompt sent by the sound broadcasting assembly, and the fire-fighting and rescue workers in the dangerous area in the building receive the early warning prompt sent by the wireless broadcasting assembly 2-8-2 through the portable wireless communication machine;
and S10, finally, quickly evacuating the relevant fire rescue personnel threatened by the risk of roof collapse of the fire-starting large-space building to a safe area.
The model algorithm module respectively removes coordinate data with unreasonable numerical oscillation at a certain moment from the dynamic space elevation coordinate data received by each detection point position through the data receiving assembly and the sound identification assembly, then performs fitting processing of connection at the front moment and the rear moment, and takes the mean value of two 'elevation coordinate-time' curves as new dynamic space elevation coordinate data; when the dynamic space elevation coordinate data of each detection point position is interfered by the outside of a fire scene and cannot be continuously received by a data receiving assembly or a sound identification assembly, the coordinate data received by a single assembly in the interfered time period is used, the coordinate data of which the unreasonable numerical value oscillation occurs at a certain time is also removed from the part, and then the fitting processing of the connection of the front time and the rear time is carried out, and the data processing method in the undisturbed time period is the same as that in the previous time and is integrally used as the new dynamic space elevation coordinate data;
the model algorithm module establishes the relation between the range of the severely affected area of the roof and the heat release rate Q of the combustion products through the formula (1):
Aq=Q/q (1)
wherein A isqThe method is characterized in that the method is a region range seriously affected by a roof, and q is an input parameter related to combustion species and the like;
the model algorithm module further establishes a relation between the boundary temperature of the severely affected area of the roof and the heat release rate Q of the combustion products through the formula (2):
Figure DEST_PATH_GDA0002836660700000121
wherein A isspFor input of the floor area of the interior of the building on fire, H is spaceNet height, x is an input adjustment coefficient considering the roof structure;
the model algorithm module further establishes the position relation between the detection point position and the boundary of the severely affected area of the roof through a formula (3):
Figure DEST_PATH_GDA0002836660700000122
where η is the input attenuation coefficient associated with the roof structure, μ is the input attenuation rate coefficient associated with the roof structure, TtxThe dynamic temperature of the detection point position of the detection part close to the roof is obtained, and x is the radial distance between the center of the severely affected area of the roof and the detection point position;
adopting a trial calculation iterative method, assuming different heat release rates Q of the combustion substances, and combining the near-roof dynamic temperature T at the detection point position of the detection parttxCalculating the radial distance x between the center of the seriously affected area of the roof and the detection point position according to the horizontal coordinate data of the dynamic space at the detection point position, so as to determine the range of the seriously affected area of the roof and the position of the roof in real time;
the model algorithm module calculates the deformation development of the seriously affected area of the roof in an expansion or collapse stage and magnitude value through the radial distance x' between the detection point position and the edge of the seriously affected area of the roof and the new dynamic space elevation coordinate data of the detection point position, and calculates the deformation development condition of the whole roof by combining the input roof structure information;
the model algorithm module calculates the internal temperature field of the metal member of the roof by referring to relevant regulations in GB 51249 according to the input structural information of the roof and the time of fire;
the model algorithm module can also comprise a universal rapid modeling module and a finite element analysis module;
the early warning grading module automatically determines a slight early warning grade index that the proportion of a region range of a severely affected area of the roof to the area of the roof is not more than 5%, the internal temperature field of the roof member in a non-region reaches a critical temperature, the region deformation development is still in an expansion stage, and the deformation value relative to the initial position is in millimeter level; the automatically determined serious early warning level index is any one of the proportion of the area of the seriously affected area of the roof to the area of the roof, the proportion of the area of the internal temperature field of the roof member to the critical temperature, or the proportion of the area deformation development from expansion to collapse, wherein the proportion of the area of the seriously affected area of the roof to the area of the roof is not less than 10 percent; the general early warning level is between the slight early warning level and the serious early warning level, and the fire scene rescue commander comprehensively judges according to the display information of the processing display machine, the field fire development condition information and the information reported by the fire detector in real time and executes the judgment after manually inputting the information into the early warning grading module.
Example 1
S1, after arriving at the site of the fire building, arranging the treatment part 2 in a ground safety area around the fire building and supplying power for working;
s2, the fire detector knows the occupied area A inside the fire oil barrel storage and amplification space warehouse at the first timesp=575m2The building plane is rectangular, the south and the north are obliquely and oppositely provided with two rolling doors, the south is completely opened, the clear height H of the flat roof space is 6.5m, the roof structure is an aluminum silicate cotton sandwich plate externally coated with thin iron leather tiles, the roof structure is a flat rectangular pyramid grid structure, the surfaces of the rod pieces are coated with a 25mm thick fireproof coating according to the design, the ignition time is about 11min before, the ignition position is approximately positioned on the west side of the ground center in the building, and the ignition q of a plurality of oil storage tanks with the combustion objects placed at fixed intervals is approximately equal to 2.5MW/m2A building and roof structure information input module for inputting the investigation information to the treatment part 2;
s3, two persons in charge of roof dismantling respectively hold one detecting part 1 from northwest corner by hand-holding the mounting components 1-5 (S)1x) Southeast horns (S)2x) The outer wall overhaul ladder is used for climbing the roof. Every person finds a detection point position on the net rack rectangular pyramid grid at the position close to the edge of the roof and the aluminum silicate cotton sandwich iron sheet roof in the connecting line of 4 supporting roof points, respectively pierces the roof at the position by utilizing the roof perforation component 1-1 and quickly inserts the detection part 1 into the roof from the end of the roof perforation component 1-1, and under the driving of the roof perforation component 1-1, the third telescopic pipe 1-4 is driven from the second telescopic pipe 1-3, and the second telescopic pipe 1-3 is driven from the first telescopic pipe 1-3The telescopic pipe 1-2 is completely extended in sequence, so that the bottom surface of the upper opening expanding ring III 1-4-6 is contacted with the top surface of the lower opening reducing ring II 1-3-5, the bottom surface of the upper opening expanding ring II 1-3-6 is contacted with the top surface of the lower opening reducing ring I1-2-5, the buffering jointing layer 1-7-1 of the heat insulation buffering jointing component 1-7 is tightly jointed with a roof panel, the disposal part 2 of S1 receives signals sent by the two detection parts 1 and is in communication connection, the two detection parts 1 are remotely controlled to start working, and the installation of the detection parts 1 at the two detection point positions is completed. Another person responsible for breaking and dismantling the roof holds one of the detecting parts 1 from the southwest corner (S) through the hand-held mounting component 1-53x) The roof is stepped on by means of a herringbone lift truck and the process of mounting the probe portion 1 on the roof is repeated as shown in fig. 10. After the installation, people can quickly evacuate from the roof to a ground safety area.
S4, 3 fire-fighting rescue persons ready to enter the interior of the building and 2 fire-fighting rescue persons ready to be located outside the rolling shutter door at the periphery of the exterior of the building for fire extinguishing operation monitoring are connected with the wireless communication machine carried with the person and the fire-fighting rescue person position dynamic acquisition module of the treatment part 2 and then arrive at respective division positions to start working.
And S5, in the early warning and monitoring process of collapse, the fire scene rescue command personnel monitor the display information of the processing display machine of the treatment part 2. The rolling door is used for feeding back that all the oil storage barrels placed in a single area are on fire, the fire is large, and the combustion is relatively stable.
S6, taking the processing procedure when the early warning system runs the 125 th time as an example: referring to FIG. 10, at this point the processing display receives the northwest corner from the data receiving component (S)1x) Southeast horns (S)2x) Southwest corner (S)3x) The detection point location temperature (each detection part 1 comprises three groups of temperature values measured by a detection limb III 1-10-1, a detection limb II 1-10-2 and a detection limb I1-10-3) and corresponding spatial horizontal coordinate data are processed by averaging the detection point locations: t'1x=400℃、T'2x=200℃、 T'3x350 ℃. The processing display machine calls a model algorithm module to perform mean processing on the detection point location space elevation coordinate data input into the processing display machine by the data receiving assembly and the acoustic recognition assemblyAnd a relative initial deformation is obtained: h'1x≈+3.5mm、h'2x≈ +2.4mm、h'3x≈+3.2mm。
And (3) running trial calculation iteration of the heat release rate Q of the combustion object by the model algorithm module called by the processing display machine, wherein the range is from 10MW to 40MW, the iteration interval is 1MW, and the Q is optimally determined to be approximately equal to 25MW after the time-consuming 0.01s cyclic solution according to the formula 1-3. Corresponding determined area range A of severely affected area of roofq≈10m2(equation 1), edge temperature
Figure DEST_PATH_GDA0002836660700000141
(equation 2), S1xDistance d from center of combustion object1x7.8m, likewise d3x≈9.0m、d2xThe distance is approximately equal to 13.5m (formula 3), and the center of the area seriously affected by the roof is determined to be positioned 4.8m away from the west of the center of the roof and 1.6m away from the north;
AqQ/Q formula 1
Figure DEST_PATH_GDA0002836660700000142
Figure DEST_PATH_GDA0002836660700000143
The model calling algorithm module of the processing display machine linearly calculates the deformation development of the seriously affected area of the roof at the expansion stage according to the new space elevation coordinate data of the three detection parts at the moment, and the average value of the edge expansion amount is heApproximately equals to +6.8mm, and the central expansion value is hcThe thickness is approximately equal to +8.1mm, meanwhile, a finite element analysis module is adopted to calculate a roof structure model established by a rapid modeling module, and real-time comparison and verification are carried out;
the processing display machine calls a model algorithm module according to the moment tal785s (from the occurrence of a fire), and the highest temperature of the roof net rack rod is calculated by referring to the relevant regulation (formula 4) in GB 51249
Figure DEST_PATH_GDA0002836660700000151
The temperature of the steel member in the horizontal direction in the roof is continuously reduced along with the increase of the distance from the central line of the burning object (the central line of the fire source);
Figure DEST_PATH_GDA0002836660700000152
the model algorithm module outputs the calculation result at the moment to the early warning grading module;
and S7, the processing display machine calls the early warning grading module to process the instant data information output by the model algorithm module, and the early warning grade at the moment is automatically determined to be a slight early warning grade. The early warning grading module processes the position data information of the on-site rescue workers at the moment, and transmits an early warning instruction to the early warning sending module to wirelessly remind 3 fire rescue workers entering the interior of the building to pay close attention to the development of fire, so that the fire extinguishing operation can be carried out in a short distance;
s8, at the moment, 2 fire rescue workers who carry out fire extinguishing operation monitoring outside the rolling shutter door on the periphery of the outside of the building know that the deformation development of the roof detection point which is close to the fire rescue workers is still in the expansion stage through the red display of the light display elevation identification assisting assembly 1-9; 3 fire rescue workers in the building receive the early warning prompt sent by the wireless broadcast component driven by the early warning sending module through the portable wireless communication machine, namely pay close attention to the fire development and can carry out fire extinguishing operation in a short distance;
s9, repeating the process from S6 to S8 at the frequency of 1Hz for each subsequent time. S7, automatically judging the early warning level according to the frequency, or executing the early warning level manually input by fire rescue commanders, and transmitting an early warning instruction to an early warning sending module only when necessary;
s10, when the indoor and outdoor fire rescue workers hear the sound broadcasting component and the fire rescue workers in the building receive the serious early warning level prompt sent by the wireless broadcasting component through the wireless receiving communication machine, it is indicated that the inside fire rescue workers are threatened by the risk of collapse of the roof grid structure, and the related personnel are required to be evacuated to a safe area quickly. The light at this point shows that the elevation aid elements 1-9 are yellow in color and have darkened.
And S11, after the fire-fighting rescue is finished, processing the data stored in the display machine and cutting off the power supply of the treatment part 2. And cleaning the fire scene and recovering the detection part 1.
Example 2
The steps S1 and S2 of the embodiment 2 are the same as the steps S1 and S2 of the embodiment 1;
s3, erecting existing matched projection equipment in a ground suitable area around a fire building, observing the shape and the infrared thermal imaging of the roof by using the existing unmanned reconnaissance equipment, and selecting at least three corresponding roof positions in a grid which are close to the edge of the roof and connected with the grid, can include the center of an area where the roof is seriously affected by the fire and avoids a main bearing structure of the roof as detection points. Fixing one detection part 1 on a projection device through a projection joint component 1-6, further moving and adjusting the detection part 1 to a preset projection position, driving the projection device to be separated from the projection joint component 1-6, penetrating the detection part 1 through a roof perforation component 1-1 and inserting the detection part into a corresponding selected roof detection point, under the driving of inertia of the roof perforation component 1-1, enabling a third extension tube 1-4 to extend out of a second extension tube 1-3 and a second extension tube 1-3 from a first extension tube 1-2 in sequence, enabling the bottom surface of an upper opening expansion ring III 1-4-6 to be in contact with the top surface of a lower opening reduction ring II 1-3-5, enabling the bottom surface of the upper opening expansion ring II 1-3-6 to be in contact with the top surface of the lower opening reduction ring I1-2-5, the buffer joint layer 1-7-1 of the heat insulation buffer joint component 1-7 is tightly attached to the roof panel, the disposal part 2 of S1 receives the signal sent by the detection part 1 and carries out communication connection, the remote control device starts to work to complete the installation of the detection part 1 at one detection point, and the detection parts 1 at the rest two detection points are installed to repeat the fixed point projection operation of the step;
the steps S4 to S11 of example 2 are the same as the steps S4 to S11 of example 1.

Claims (1)

1.一种基于温度场和定位的屋盖火灾下坍塌预警装置,其特征在于,包括探测部(1)和一个处置部(2);1. A roof collapse warning device based on temperature field and positioning, characterized in that it comprises a detection part (1) and a disposal part (2); 所述探测部(1)由屋面穿孔组件(1-1)、第一伸缩管(1-2)、第二伸缩管(1-3)、第三伸缩管(1-4)、手持安装组件(1-5)、隔热缓冲接合组件(1-7)、隔热减震箱(1-8)、光显示高程助识组件(1-9)和投射接合组件(1-6)组成;The detection part (1) is composed of a roof perforation assembly (1-1), a first telescopic tube (1-2), a second telescopic tube (1-3), a third telescopic tube (1-4), and a hand-held installation assembly (1-5), heat insulation buffer joint assembly (1-7), heat insulation shock absorption box (1-8), light display elevation aid assembly (1-9) and projection joint assembly (1-6); 所述第一伸缩管(1-2)由等径的上圆管段Ⅰ(1-2-1)、沿圆周对称均布有偶数个方孔Ⅰ(1-2-3)的中圆管段Ⅰ(1-2-2)、下圆管段Ⅰ(1-2-4)依次焊接组成,且在下圆管段Ⅰ(1-2-4)的底端设有一下口缩小环Ⅰ(1-2-5);The first telescopic tube (1-2) consists of an upper circular pipe section I (1-2-1) of equal diameter and a middle circular pipe section I (1-2-3) symmetrically distributed along the circumference with an even number of square holes I (1-2-3). (1-2-2) and the lower round pipe section I (1-2-4) are welded in sequence, and the bottom end of the lower round pipe section I (1-2-4) is provided with a lower mouth reducing ring I (1-2- 5); 所述第二伸缩管(1-3)由等径的上圆管段Ⅱ(1-3-1)、沿圆周对称均布有偶数个方孔Ⅱ(1-3-3)的中圆管段Ⅱ(1-3-2)、下圆管段Ⅱ(1-3-4)依次焊接组成,且在上圆管段Ⅱ(1-3-1)的顶端设有一上口扩大环Ⅱ(1-3-6),在下圆管段Ⅱ(1-3-4)的底端设有一下口缩小环Ⅱ(1-3-5);The second telescopic tube (1-3) consists of an upper circular tube section II (1-3-1) of equal diameter, and a middle circular tube section II (1-3-3) symmetrically distributed along the circumference with an even number of square holes II (1-3-3). (1-3-2) and the lower circular pipe section II (1-3-4) are welded in sequence, and an upper mouth expansion ring II (1-3- 6), at the bottom end of the lower circular pipe section II (1-3-4) is provided with a lower mouth reducing ring II (1-3-5); 所述第三伸缩管(1-4)由等径的上圆管段Ⅲ(1-4-1)、沿圆周对称均布有偶数个方孔Ⅲ(1-4-3)的中圆管段Ⅲ(1-4-2)、下圆管段Ⅲ(1-4-4)依次焊接组成,且在上圆管段Ⅲ(1-4-1)的顶端设有一上口扩大环Ⅲ(1-4-6);The third telescopic tube (1-4) consists of an upper circular tube section III (1-4-1) of equal diameter and a middle circular tube section III (1-4-3) symmetrically distributed along the circumference with an even number of square holes III (1-4-3). (1-4-2) and the lower pipe section III (1-4-4) are welded in sequence, and an upper mouth expansion ring III (1-4-1) is provided at the top of the upper pipe section III (1-4-1). 6); 所述隔热缓冲接合组件(1-7)由大小相等且紧贴的一层缓冲接合层(1-7-1)与一层隔热层(1-7-2)组成,在它们的中心设有一贯通的线孔(1-7-3);The thermal insulation buffer joint assembly (1-7) is composed of a buffer joint layer (1-7-1) and a thermal insulation layer (1-7-2) of equal size and close to each other, and in their center There is a through hole (1-7-3); 所述隔热减震箱(1-8)内安装有通过电路连接的系统供电组件、空间定位组件、数据采集组件、数据发射组件、声发射高程助识组件;A system power supply component, a spatial positioning component, a data acquisition component, a data transmission component, and an acoustic emission elevation identification component connected through a circuit are installed in the heat insulation and shock absorption box (1-8); 热电偶卡箍(1-11)由一个卡线短环(1-11-1)和焊接于其中部高度横切面且十字排布的四根水平固定杆(1-11-2)组成;The thermocouple clamp (1-11) consists of a short loop of clamping wire (1-11-1) and four horizontal fixing rods (1-11-2) welded to the cross-section of the middle height and arranged in a cross; 热电偶树(1-10)由三条不等长的热电偶线一端等间隔错位、另一端取齐后通身扎紧而成,三条热电偶线错位的散头端自下向上依次为,竖直向下伸的探测肢Ⅲ(1-10-1),向下倾斜伸的探测肢Ⅱ(1-10-2)和向下倾斜伸的探测肢Ⅰ(1-10-3);The thermocouple tree (1-10) consists of three thermocouple wires with unequal lengths that are dislocated at one end at equal intervals, and the other ends are aligned and tied together. Straight downward probing limb III (1-10-1), downward sloping probing limb II (1-10-2) and downward sloping probing limb I (1-10-3); 热电偶卡箍(1-11)四根水平固定杆(1-11-2)的外伸端固定在第三伸缩管(1-4)的上圆管段Ⅲ(1-4-1)与中圆管段Ⅲ(1-4-2)接缝处;所述第三伸缩管(1-4)自下圆管段Ⅲ(1-4-4)的底端插入第二伸缩管(1-3)上圆管段Ⅱ(1-3-1)内;所述第二伸缩管(1-3)自下圆管段Ⅱ(1-3-4)的底端插入第一伸缩管(1-2)上圆管段Ⅰ(1-2-1)内;The outriggers of the four horizontal fixing rods (1-11-2) of the thermocouple clamp (1-11) are fixed on the upper circular pipe section III (1-4-1) and the middle of the third telescopic tube (1-4). At the joint of the circular tube section III (1-4-2); the third telescopic tube (1-4) is inserted into the second telescopic tube (1-3) from the bottom end of the lower circular tube section III (1-4-4) Inside the upper circular tube section II (1-3-1); the second telescopic tube (1-3) is inserted into the first telescopic tube (1-2) from the bottom end of the lower circular tube section II (1-3-4) In circular pipe section I (1-2-1); 第一伸缩管(1-2)上圆管段Ⅰ(1-2-1)的顶端与等径的手持安装组件(1-5)一端连接,手持安装组件(1-5)另一端与隔热缓冲接合组件(1-7)缓冲接合层(1-7-1)表面对中连接;The top end of the circular pipe section I (1-2-1) on the first telescopic tube (1-2) is connected to one end of the hand-held installation assembly (1-5) of equal diameter, and the other end of the hand-held installation assembly (1-5) is connected to the heat insulation The buffer joint assembly (1-7) is connected to the center of the surface of the buffer joint layer (1-7-1); 所述隔热减震箱(1-8)对中固定于隔热缓冲接合组件(1-7)隔热层(1-7-2)表面,所述投射接合组件(1-6)固定于隔热减震箱(1-8)的顶面中心,所述光显示高程助识组件(1-9)套入投射接合组件(1-6)固定于隔热减震箱(1-8)的顶面,光显示高程助识组件(1-9)与隔热减震箱(1-8)内的数据采集组件电路连接;The heat-insulating shock-absorbing box (1-8) is centrally fixed to the surface of the heat-insulating buffer joint assembly (1-7) of the thermal insulation layer (1-7-2), and the projection joint assembly (1-6) is fixed to the surface of the heat-insulating layer (1-7-2). In the center of the top surface of the heat-insulating and shock-absorbing box (1-8), the light-displaying elevation aid assembly (1-9) is inserted into the projection joint assembly (1-6) and fixed on the heat-insulating shock-absorbing box (1-8) On the top surface of , the light display elevation aid component (1-9) is electrically connected to the data acquisition component in the heat-insulating shock-absorbing box (1-8); 热电偶树(1-10)设置在第三伸缩管(1-4)的上圆管段Ⅲ(1-4-1)内,热电偶树(1-10)的对齐端依次穿过手持安装组件(1-5)、隔热缓冲接合组件(1-7)的线孔(1-7-3),进入隔热减震箱(1-8)内接入数据采集组件,同时将热电偶树(1-10)与线孔(1-7-3)用耐火胶固定密封;The thermocouple tree (1-10) is arranged in the upper circular pipe section III (1-4-1) of the third telescopic tube (1-4), and the aligned ends of the thermocouple tree (1-10) pass through the hand-held mounting assembly in turn (1-5), the wire hole (1-7-3) of the thermal insulation buffer joint assembly (1-7), enter the thermal insulation damping box (1-8) and connect to the data acquisition module, and at the same time connect the thermocouple tree (1-10) and the wire hole (1-7-3) are fixed and sealed with refractory glue; 热电偶树(1-10)的探测肢Ⅲ(1-10-1)自上向下由热电偶卡箍(1-11)的卡线短环(1-11-1)内伸出并固定,使探测肢Ⅲ(1-10-1)的端头位于数个方孔Ⅲ(1-4-3)的中部高度横截面内;The detection limb III (1-10-1) of the thermocouple tree (1-10) extends from top to bottom and is fixed from the short clip ring (1-11-1) of the thermocouple clamp (1-11) , so that the end of the detection limb III (1-10-1) is located in the middle height cross section of several square holes III (1-4-3); 所述屋面穿孔组件(1-1)尖端朝下,背侧平面与第三伸缩管(1-4)的下圆管段Ⅲ(1-4-4)底端对中连接;The tip of the roof perforation assembly (1-1) faces downwards, and the back plane is centrally connected to the bottom end of the lower circular pipe section III (1-4-4) of the third telescopic pipe (1-4); 依次伸长滑动第三伸缩管(1-4)、第二伸缩管(1-3)、第一伸缩管(1-2),使上口扩大环Ⅲ(1-4-6)的底面与下口缩小环Ⅱ(1-3-5)的顶面接触、上口扩大环Ⅱ(1-3-6)的底面与下口缩小环Ⅰ(1-2-5)的顶面接触;Extend and slide the third telescopic tube (1-4), the second telescopic tube (1-3), and the first telescopic tube (1-2) in turn, so that the bottom surface of the upper opening expansion ring III (1-4-6) is in line with the The top surface of the lower port reduction ring II (1-3-5) is in contact, and the bottom surface of the upper port expansion ring II (1-3-6) is in contact with the top surface of the lower port reduction ring I (1-2-5); 分别微调热电偶树(1-10)的探测肢Ⅱ(1-10-2)、探测肢Ⅰ(1-10-3),使探测肢Ⅱ(1-10-2)的端头位于数个方孔Ⅱ(1-3-3)的中部高度横截面内,使探测肢Ⅰ(1-10-3)的端头位于数个方孔Ⅰ(1-2-3)的中部高度横截面内;Fine-tune the detection limb II (1-10-2) and detection limb I (1-10-3) of the thermocouple tree (1-10) respectively, so that the end of the detection limb II (1-10-2) is located in several In the middle height cross section of square hole II (1-3-3), make the end of detection limb I (1-10-3) located in the middle height cross section of several square holes I (1-2-3) ; 依次缩短滑动第三伸缩管(1-4)、第二伸缩管(1-3)、第一伸缩管(1-2),使上口扩大环Ⅲ(1-4-6)的顶面与上口扩大环Ⅱ(1-3-6)的顶面平齐、下口缩小环Ⅱ(1-3-5)的底面与下口缩小环Ⅰ(1-2-5)的底面平齐,热电偶树(1-10)再次盘曲放置于第三伸缩管(1-4)的上圆管段Ⅲ(1-4-1)内;Shorten and slide the third telescopic tube (1-4), the second telescopic tube (1-3), and the first telescopic tube (1-2) in turn, so that the top surface of the upper mouth expansion ring III (1-4-6) is The top surface of the upper port expansion ring II (1-3-6) is flush, and the bottom surface of the lower port reduction ring II (1-3-5) is flush with the bottom surface of the lower port reduction ring I (1-2-5). The thermocouple tree (1-10) is again coiled and placed in the upper circular tube section III (1-4-1) of the third telescopic tube (1-4); 所述处置部(2)由通过电路连接于处理显示机的声识别组件、数据接收组件、模型算法模块、预警分级模块、建筑及屋盖结构信息输入模块、救援人员位置动态获取模块、预警发出模块组成;所述预警发出模块连接有声音播报组件、无线播报组件;The disposal unit (2) is composed of an acoustic recognition component, a data receiving component, a model algorithm module, an early warning classification module, a building and roof structure information input module, a rescuer position dynamic acquisition module, and a warning issuing module, which are connected to the processing display machine through a circuit. The module is composed of modules; the warning issuing module is connected with a sound broadcasting component and a wireless broadcasting component; 数个探测部(1)的声发射高程助识组件分别与处置部(2)的声识别组件连接,数个探测部(1)的数据发射组件分别与处置部(2)的数据接收组件连接。The acoustic emission elevation identification components of several detection parts (1) are respectively connected with the acoustic recognition components of the disposal part (2), and the data transmission components of several detection parts (1) are respectively connected with the data receiving components of the disposal part (2). .
CN202021470885.9U 2020-07-23 2020-07-23 An early warning device for roof collapse under fire based on temperature field and location Active CN212587002U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111754738A (en) * 2020-07-23 2020-10-09 应急管理部天津消防研究所 Collapse warning device under roof fire based on temperature field and positioning and using method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111754738A (en) * 2020-07-23 2020-10-09 应急管理部天津消防研究所 Collapse warning device under roof fire based on temperature field and positioning and using method
CN111754738B (en) * 2020-07-23 2023-09-26 应急管理部天津消防研究所 Roof collapse early warning device based on temperature field and positioning and its use method under fire

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