CN211262203U - Building high and large template system stability monitoring equipment - Google Patents
Building high and large template system stability monitoring equipment Download PDFInfo
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- CN211262203U CN211262203U CN202020190870.0U CN202020190870U CN211262203U CN 211262203 U CN211262203 U CN 211262203U CN 202020190870 U CN202020190870 U CN 202020190870U CN 211262203 U CN211262203 U CN 211262203U
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Abstract
The utility model discloses a high big template system stability monitoring facilities of building belongs to building construction control field, detect copper sheet group, whole support frame, hang hammer, alarm device and slope detection copper pole including hanging hammer line, vertical displacement detection copper pole, vertical displacement survey copper sheet, slope. The utility model discloses the structure principle is simple, and ann tears open and uses, maintains all very conveniently, can lay a plurality of monitoring points, and monitoring range is big, and can coverage area is big, has overcome the loaded down with trivial details that traditional high formwork monitoring used surveyor's spirit level, total powerstation monitoring, and the monitoring system triggers sensitively effectively, can pour preceding, well, back real-time supervision of concrete to the system to find the support system deformation position rapidly, and consolidate the system.
Description
Technical Field
The utility model relates to a construction control field especially relates to a high big template system stability monitoring facilities of building.
Background
The high and large formwork support system in engineering construction is wide in application, large in quantity and complex in working condition, safety accidents caused by instability of the high and large formwork system are more and more, personal safety of construction personnel is seriously threatened, and adverse social effects and public bad opinions on construction are caused. The high and large template system is used as a major hazard source in construction, and effective monitoring and early warning on the high and large template system are one of important prerequisites for guaranteeing construction safety.
At present, a high and large template monitoring system used in a construction site generally adopts a mode of monitoring a level gauge and a total station at intervals, and cannot play a role in monitoring in real time and automatically triggering early warning. The high and large formwork support system is in the pouring process and in a period of time after pouring, certain displacement and settlement can occur due to pressure, collapse accidents can occur due to overlarge local displacement of the system, in order to reflect the change condition of the high and large formwork support system in real time and prevent accidents, particularly in the concrete pouring process, the displacement, the stress and the inclination of a component can be accurately monitored, and the monitoring of the high and large formwork system by using real-time monitoring alarm system equipment has important practical significance.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a high big template system stability monitoring facilities of building solves the technical problem that the high big template work progress of current building can not real-time supervision displacement and slope.
The utility model provides a high big template system stability monitoring facilities of building, detects copper sheet, slope detection copper sheet group, whole support frame, drop hammer, alarm device and slope detection copper pole including drop hammer line, vertical displacement detection copper pole, vertical displacement, drop hammer line one end is connected with the drop hammer, and the other end hangs in the bottom of the high big template system of building, and the drop hammer hangs the setting, vertical displacement is surveyed the copper sheet and is detected the equal level of copper sheet group and steadily set up on whole support frame with the slope, vertical displacement detection copper pole transversely fixes on the drop hammer line, the circular hole outside, the slope detects the vertical setting of copper pole in the below of drop hammer line, and the circular hole is inboard. The vertical displacement detection copper sheet and the inclination detection copper sheet group are connected with an alarm device, the hanging hammer line penetrates through the vertical displacement detection copper sheet and the inclination detection copper sheet group, the vertical displacement detection copper rod is arranged at the position 1cm above the vertical displacement detection copper sheet, the inclination detection copper rod is vertically arranged at the center of the inner side of the inclination detection copper sheet group (4) and is not in contact with the inner side of the inclination detection copper sheet group, and the distance between the inclination detection copper rod and the inner ring of the circular hole of the inclination monitoring copper sheet group is 0.5 cm.
Furthermore, the integral support frame comprises a first flat plate, a second flat plate, a third flat plate, a support rod, a bottom plate and circular through holes, wherein the support rod is vertically arranged on the bottom plate, the first flat plate, the second flat plate and the third flat plate are arranged among the support rods at intervals, and the first flat plate, the second flat plate and the third flat plate are all provided with the circular through holes on the same vertical straight line.
Furthermore, the inclination detection copper sheet group comprises two sheets which are respectively horizontally arranged on the circular through holes of the second flat plate and the third flat plate.
Furthermore, the vertical displacement measuring copper sheet is arranged on the circular through hole of the first flat plate.
Further, slope detection copper sheet group includes that two take 1mm to lead to seam slope detection ring, and the slope detects the ring and sets up to circular structure, and two slopes detect the ring wire stabilizer blade and fix respectively at the side of circular structure, the slope detects the ring setting side on circular through-hole, the slope detects the ring wire stabilizer blade and is connected with alarm device.
Further, the horizontal distance between the inclined displacement detection copper sheet and the inclined detection copper rod is 0.5 cm.
Further, the copper sheet is surveyed to vertical displacement includes that vertical displacement surveys the ring, vertical displacement surveys ring income line mouth and vertical displacement and surveys ring wire stabilizer blade, vertical displacement surveys ring income line mouth setting on vertical displacement surveys the ring, and vertical displacement surveys the ring and sets up to two semicircular structure, and two vertical displacement survey ring wire stabilizer blades are fixed respectively in the outside of two semicircular structure, vertical displacement survey ring setting is at circular through-hole side.
Further, the distance between the vertical displacement detection copper sheet and the vertical displacement detection copper rod in the vertical direction is 1cm-1.2 cm.
The equipment comprises a monitoring system, a triggering device and an alarm instrument. The monitoring system comprises a monitoring hanging hammer line, a monitoring triggering ring and a ground device; the trigger device is mainly a monitoring trigger circuit system; the alarm instrument is mainly an alarm signal triggered after the trigger device is communicated, and the model of the alarm instrument is LTD-5088J. The monitoring hanging hammer line is an independent system, the monitoring trigger ring and the ground device are integrated, and the trigger ring is connected with the trigger circuit and the alarm instrument. The application principle of the equipment is that the ground integral device is triggered to form a circuit loop when the settlement or displacement of a monitoring system reaches an alarm critical value, so that an alarm instrument gives an alarm. The monitoring hanging hammer line and the monitoring triggering ring are hung in the middle of a beam of a high and large formwork supporting system, certain settlement and displacement can occur to the high and large formwork system due to pressure in the concrete pouring process and in a period of time after pouring, collapse accidents can occur if the change is too large, when a dangerous critical value is reached, the monitoring alarm system can trigger, the change condition of the high formwork supporting system can be reflected in time, the occurrence of accidents is prevented, and settlement and displacement monitoring can be performed on the supporting system in real time.
The equipment comprises a hanging hammer, a ground device, a monitoring trigger ring and a circuit alarm device. The plumb ligature is on the monitoring point of big template system of height, and the ground device is placed to the plumb below, installs the monitoring on the ground device and triggers the ring, and plumb line top 10mm ligature horizontal copper line passes the skew at the plumb point and triggers the vertical copper line of ring position ligature, and the skew triggers the ring internal diameter and is 10mm, triggers ring connecting circuit alarm device, and whole device power adopts external power supply.
Settlement or the skew of accessible support body carry out real-time supervision, in case exceed the support body deformation that the standard required and subside value and displacement deviant, the copper line on the plumb line can with trigger the ring contact, form the return circuit, the alarm lamp on the trigger circuit alarm device is luminous, corresponds the deformation content of monitoring to the alarm lamp, carries out further inspection to the support body, eliminates the potential safety hazard.
The installation is dismantled conveniently, lays the monitoring point according to the high formwork monitoring arrangement drawing of construction drawing, monitors the support body in real time, in case the deformation exceeds standard specified value, alarm system just can automatic alarm, arouses site management personnel to notice to carry out the reexamination to the support body.
The monitoring system comprises a monitoring hanging hammer line, a monitoring triggering ring and a ground device; the trigger device is mainly a monitoring trigger circuit system; the alarm instrument is mainly an alarm signal triggered after the trigger device is communicated. The monitoring hanging hammer line is an independent system, the monitoring trigger ring is fixed on a ground device, and the ground device is connected with the trigger circuit and the alarm instrument. The application principle of the equipment is that the ground integral device is triggered to form a circuit loop when the settlement or displacement of a monitoring system reaches an alarm critical value, so that an alarm instrument gives an alarm.
Tying a lifting hammer point of a monitoring system on a supporting cross rod of a high and large template system; binding a horizontal short copper wire and a vertical short copper wire below the hanging hammer wire; a ground device is arranged right below the hanging hammer, and the trigger ring is fixed on the ground device; the ground device reconnects the line to the switch alarm box; after the system is installed, a power supply is switched on, and when the system generates settlement displacement and offset displacement, a copper wire on the plumb line and the trigger ring form a circuit loop to trigger an alarm lamp on the switch alarm box to be electrified and lightened; and determining the deformed rod piece according to the lightened warning lamp, and carrying out deep inspection and investigation on the system.
The utility model adopts the above technical scheme, the utility model discloses following technological effect has:
the utility model discloses the structure principle is simple, and ann tears open and uses, maintains all very conveniently, can lay a plurality of monitoring points, and monitoring range is big, and can coverage area is big, has overcome the loaded down with trivial details that traditional high formwork monitoring used surveyor's spirit level, total powerstation monitoring, and the monitoring system triggers sensitively effectively, can pour preceding, well, back real-time supervision of concrete to the system to find the support system deformation position rapidly, and consolidate the system.
Drawings
Fig. 1 is an overall schematic view of the present invention.
Fig. 2 is a schematic structural diagram of the present invention.
Fig. 3 is a side view of the present invention.
Fig. 4 is a schematic diagram of the structure of the copper sheet set for tilt detection of the present invention.
Fig. 5 is a top view of the vertical displacement copper measuring sheet of the present invention.
Fig. 6 is a top view of the inclination detecting copper sheet set of the present invention.
Fig. 7 is a front view of the integral supporting frame of the present invention.
Fig. 8 is a top view of the integral supporting frame of the present invention.
Numbering in the figures: 1. hanging a hammer line; 2. a vertical displacement detection copper rod; 3. a vertical displacement copper measuring sheet; 3.1, measuring a circular ring by vertical displacement; 3.2, measuring a circular ring wire inlet by vertical displacement; 3.3, measuring the circular lead support legs by vertical displacement; 4. detecting a copper sheet group in an inclined manner; 4.1, inclining a detection ring; 4.2, obliquely detecting a circular ring wire inlet; 4.3, detecting the circular ring lead support leg in an inclined manner; 5. an integral support frame; 5.1, a first flat plate; 5.2, a second flat plate; 5.3, a third plate; 5.4, supporting rods; 5.5, a bottom plate; 5.6, a circular through hole; 6. hanging a hammer; 7. an alarm device; 8. the copper rod is detected in an inclined manner.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be described in further detail below with reference to the accompanying drawings and by referring to preferred embodiments. It should be understood, however, that the numerous specific details set forth in the specification are merely set forth to provide a thorough understanding of one or more aspects of the present invention, which may be practiced without these specific details.
As shown in figures 1-2, the building high and large formwork system stability monitoring device according to the utility model comprises a hanging hammer line 1, a vertical displacement detection copper rod 2, a vertical displacement detection copper sheet 3, an inclination detection copper sheet group 4, an integral support frame 5, a hanging hammer 6, an alarm device 7 and an inclination detection copper rod 8, wherein one end of the hanging hammer line 1 is connected with the hanging hammer 6, the other end is hung at the bottom end of the building high and large formwork system, the hanging hammer 6 is hung, the vertical displacement detection copper sheet 3 and the inclination detection copper sheet group 4 are both arranged on the integral support frame 5, the vertical displacement detection copper rod 2 is transversely fixed on the hanging hammer line 1, the inclination detection copper rod 8 is vertically arranged at the outer side of the hanging hammer line 1, the vertical displacement detection copper sheet 3 and the inclination detection copper sheet group 4 are both connected with the alarm device 7, the hanging hammer line 1 both passes through the vertical displacement detection copper sheet 3 and the inclination detection copper sheet group 4, the vertical displacement detection copper rod 2 is arranged above the vertical displacement detection copper sheet 3, and the inclination detection copper rod 8 is arranged on the inner side of the inclination detection copper sheet group 4 and is not in contact with the inclination detection copper sheet group. Alarm device 7 is current equipment, and direct purchase can, and alarm device 7 presss from both sides with vertical displacement survey copper sheet 3 and slope detection copper sheet group 4 through the clip and switches on.
As shown in fig. 7 to 8, the integral supporting frame 5 includes a first flat plate 5.1, a second flat plate 5.2, a third flat plate 5.3, a supporting rod 5.4, a bottom plate 5.5 and a circular through hole 5.6, the supporting rod 5.4 is vertically disposed on the bottom plate 5.5, the first flat plate 5.1, the second flat plate 5.2 and the third flat plate 5.3 are disposed between the supporting rods 5.4 at intervals, and the first flat plate 5.1, the second flat plate 5.2 and the third flat plate 5.3 are all provided with the circular through hole 5.6 on the same vertical straight line.
As shown in fig. 5, the inclination detecting copper sheet set 4 includes two sheets, which are respectively disposed at the sides of the circular through hole 5.6 of the second plate 5.2 and the third plate 5.3. Slope detection copper sheet group 4 detects ring 4.1, slope including the slope and detects ring income line mouth 4.2 and slope detection ring wire stabilizer blade 4.3, and the slope detects ring income line mouth 4.2 and sets up on slope detection ring 4.1, and two slopes detect ring wire stabilizer blade 4.3 and fix respectively at two semicircular structure's side, slope detection ring 4.1 sets up at circular through-hole 5.6 side, slope detection ring wire stabilizer blade 4.3 is connected with alarm device 7. When the displacement occurs, the inclination detection copper rod 8 on the hanging hammer line 1 contacts the two inclination detection copper sheet groups 4, the two inclination detection copper sheet groups 4 are conducted, and the alarm occurs.
Alarm device 7 uses current alarm system, including controlling means and alarm, and the alarm adopts the audible-visual annunciator that the model is YS-01X, and controlling means is STM32 series's the minimum system of singlechip, and the minimum system collection of singlechip has the signal that switches on, then deems that the touching appears in this department, the condition of aversion or slope appears.
As shown in fig. 6, the vertical displacement copper measuring sheet 3 is arranged on the side of the circular through hole 5.6 of the first flat plate 5.1. Copper sheet 3 is surveyed in vertical displacement includes that vertical displacement surveys ring 3.1, vertical displacement survey ring income line mouth 3.2 and vertical displacement survey ring wire stabilizer blade 3.3, and vertical displacement survey ring 3.1 sets up to two semicircular structures, vertical displacement survey ring income line mouth 3.2 sets up on vertical displacement surveys ring 3.1, and two vertical displacement survey ring wire stabilizer blades 3.3 fix respectively in the outside at two semicircular structures, vertical displacement survey ring 3.1 sets up at circular through-hole 5.6 side. When sinking, the vertical displacement detection copper rod 2 falls down to conduct the two semicircular structures and send out an alarm signal.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.
Claims (8)
1. The utility model provides a high big template system stability monitoring facilities of building which characterized in that: the device comprises a hanging hammer line (1), a vertical displacement detection copper rod (2), a vertical displacement detection copper sheet (3), an inclination detection copper sheet group (4), an integral supporting frame (5), a hanging hammer (6), an alarm device (7) and an inclination detection copper rod (8), wherein one end of the hanging hammer line (1) is connected with the hanging hammer (6), the other end of the hanging hammer line is hung at the bottom end of a building high and large template system, the hanging hammer (6) is hung, the vertical displacement detection copper sheet (3) and the inclination detection copper sheet group (4) are both arranged on the integral supporting frame (5), the vertical displacement detection copper rod (2) is transversely fixed on the hanging hammer line (1), the inclination detection copper rod (8) is vertically arranged at the outer side of the hanging hammer line (1), the vertical displacement detection copper sheet (3) and the inclination detection copper sheet group (4) are both connected with the alarm device (7), and the hanging line (1) passes through the vertical displacement detection copper sheet (3) and the inclination detection copper sheet group (4), the vertical displacement detection copper rod (2) is arranged above the vertical displacement detection copper sheet (3), and the inclination detection copper rod (8) is arranged on the inner side of the inclination detection copper sheet group (4) and is not in contact with the inclination detection copper sheet group.
2. The building high and large formwork system stability monitoring device according to claim 1, wherein: whole support frame (5) include first flat board (5.1), second flat board (5.2), third flat board (5.3), bracing piece (5.4), bottom plate (5.5) and circular through hole (5.6), the vertical setting of bracing piece (5.4) is on bottom plate (5.5), first flat board (5.1), second flat board (5.2) and third flat board (5.3) interval set up between bracing piece (5.4), first flat board (5.1), second flat board (5.2) and third flat board (5.3) all are provided with circular through hole (5.6) on vertical same straight line.
3. The building high and large formwork system stability monitoring device according to claim 2, wherein: the inclination detection copper sheet group (4) comprises two sheets which are respectively horizontally arranged on the circular through holes (5.6) of the second flat plate (5.2) and the third flat plate (5.3).
4. The building high and large formwork system stability monitoring device according to claim 3, wherein: the vertical displacement copper measuring sheet (3) is arranged on the circular through hole (5.6) of the first flat plate (5.1).
5. The building high and large formwork system stability monitoring device according to claim 3, wherein: the inclination detection copper sheet group (4) is composed of two separately arranged 1mm through seam copper sheets, an inclination detection circular ring (4.1) is respectively arranged on the second flat plate and the third flat plate circular through hole (5.6), an inclination displacement monitoring copper rod penetrates through the second flat plate and the third flat plate circular through hole, and an inclination detection circular ring lead support leg (4.3) is connected with the alarm device (7).
6. The building high and large formwork system stability monitoring device according to claim 5, wherein: the distance between the inclined copper detecting sheet group and the inclined copper detecting rod (8) in the horizontal direction is 0.5cm-0.6 cm.
7. The building high and large formwork system stability monitoring device according to claim 4, wherein: copper sheet (3) is surveyed to vertical displacement includes that vertical displacement surveys ring (3.1), vertical displacement survey ring income line mouth (3.2) and vertical displacement survey ring wire stabilizer blade (3.3), vertical displacement is surveyed ring income line mouth (3.2) and is set up on vertical displacement surveys ring (3.1), and vertical displacement surveys ring (3.1) and sets up to two semicircular structures, and two vertical displacement survey ring wire stabilizer blades (3.3) and fix respectively in the outside of two semicircular structures, vertical displacement surveys ring (3.1) and sets up at circular through-hole (5.6) side.
8. The building high and large formwork system stability monitoring device of claim 6, wherein: the distance between the vertical displacement detection copper sheet (3) and the vertical displacement detection copper rod (2) in the vertical direction is 1cm-1.2 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020190870.0U CN211262203U (en) | 2020-02-21 | 2020-02-21 | Building high and large template system stability monitoring equipment |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020190870.0U CN211262203U (en) | 2020-02-21 | 2020-02-21 | Building high and large template system stability monitoring equipment |
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| Publication Number | Publication Date |
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| CN211262203U true CN211262203U (en) | 2020-08-14 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020190870.0U Expired - Fee Related CN211262203U (en) | 2020-02-21 | 2020-02-21 | Building high and large template system stability monitoring equipment |
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| CN (1) | CN211262203U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114152171A (en) * | 2021-11-25 | 2022-03-08 | 北京建工国际建设工程有限责任公司 | Rectification engineering monitoring structure and detection method thereof |
| CN114659426A (en) * | 2022-01-06 | 2022-06-24 | 北京建工国际建设工程有限责任公司 | Displacement monitoring device and method for reinforcement and transformation project |
-
2020
- 2020-02-21 CN CN202020190870.0U patent/CN211262203U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114152171A (en) * | 2021-11-25 | 2022-03-08 | 北京建工国际建设工程有限责任公司 | Rectification engineering monitoring structure and detection method thereof |
| CN114152171B (en) * | 2021-11-25 | 2023-09-12 | 北京建工国际建设工程有限责任公司 | Engineering side-tipping detection structure and measuring method thereof |
| CN114659426A (en) * | 2022-01-06 | 2022-06-24 | 北京建工国际建设工程有限责任公司 | Displacement monitoring device and method for reinforcement and transformation project |
| CN114659426B (en) * | 2022-01-06 | 2023-09-12 | 北京建工国际建设工程有限责任公司 | Reinforcing transformation engineering displacement monitoring device and method |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200814 |
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| CF01 | Termination of patent right due to non-payment of annual fee |