CN104631714B - A kind of construction method of sensor levels suspended deck structure - Google Patents
A kind of construction method of sensor levels suspended deck structure Download PDFInfo
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- CN104631714B CN104631714B CN201510064676.1A CN201510064676A CN104631714B CN 104631714 B CN104631714 B CN 104631714B CN 201510064676 A CN201510064676 A CN 201510064676A CN 104631714 B CN104631714 B CN 104631714B
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- Prior art keywords
- cushion cap
- sensor
- horizontal cushion
- backing plate
- horizontal
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Abstract
The present invention relates to a kind of sensor levels suspended deck structure and its construction method, belong to structure monitoring technical field, including sensor and horizontal cushion cap, the horizontal cushion cap is arranged on the roof boarding of masonry structure, and multiple sensors are arranged on the horizontal cushion cap；Structure glue is bonded between the horizontal cushion cap and roof boarding；The sensor is connected by backing plate with horizontal cushion cap；Connected between the sensor and backing plate using fixing bolt；The backing plate is fixed on horizontal cushion cap by expansion bolt；Also surrounded on the outside of the sensor and be provided with sky shade, the sky shade is fixed on horizontal cushion cap by expansion bolt.It is destroyed present invention, avoiding the roof waterproof layer for drilling and causing on roofing during install sensor, so as to the situation of leak infiltration occur, brings resident comfortableness in the case where ensure that main structure body safety, having obvious social and economic benefits.
Description
Technical field
The present invention relates to a kind of suspended deck structure and its construction method, particularly a kind of sensor levels suspended deck structure and its apply
Work method, belongs to structure monitoring technical field.
Background technology
Masonry structure due to having the advantages that construction simple, it is technology maturation, cheap, always China builds for many years
In most popular architecture structure form.But because its building is of the remote past, construction material passes through long-term ageing, performance degradation,
It is unreasonable to cause globality poor using the factors such as supporting member are torn down and reconstructed, it is loosely organized, once by external force such as vibrations, settlement of foundation
Deformed etc. factor influence or occur crack, huge hidden danger being caused to safe handling, if inequality occurs in a house
Even sedimentation or inclination, early stage are visually not easy to discover, and can once develop seriously, then of no avail to remedy, so choosing
Select in building structure install sensor to monitor the real-time change of building, so as to avoid tilting or weight is brought in crack etc. to structure
Big infringement, but on roofing during install sensor, in order to ensure being reliably connected for sensor and roofing, is generally required in roofing
Upper drilling carries out installation operation, and every building will at least install 4 sensors, and drilling hole amount is more, so as to cause roofing because of brill
Hole and leak are seeped water.
The content of the invention
The present invention is in order to overcome disadvantage mentioned above there is provided a kind of sensor levels suspended deck structure and its construction method, to have
The solution of effect causes roofing to leave eyelet due to drilling to layout during install sensor on roofing, the hair for leak infiltration situation occur
It is raw.
Technical scheme is as follows：
A kind of sensor levels suspended deck structure, including sensor and horizontal cushion cap, the horizontal cushion cap are arranged on masonry
On the roof boarding of structure, multiple sensors are arranged on the horizontal cushion cap；Glued between the horizontal cushion cap and roof boarding
Have structure glue；The sensor is connected by backing plate with horizontal cushion cap；Fixing bolt is used between the sensor and backing plate
Connection；The backing plate is fixed on horizontal cushion cap by expansion bolt；Also surrounded on the outside of the sensor and be provided with sky shade, institute
Sky shade is stated to be fixed on horizontal cushion cap by expansion bolt.
Described sensor levels suspended deck structure, multiple sensors are consistent towards setting.
Described sensor levels suspended deck structure, the sky shade, backing plate use thickness for 2mm cold-rolled steel sheet.
Described sensor levels suspended deck structure, the horizontal cushion cap is precast concrete, strength grade of concrete
For C25.
Further, the horizontal cushion cap is internally provided with steel fabric sheet, and the mesh size of the steel fabric sheet is 25mm
×25mm。
The construction method of the horizontal suspended deck structure of the sensor, using following steps：
Step one：The quantity and installation site of sensor are determined according to masonry structure form and size；
Step 2：Determined according to sensor specification in the size and backing plate and sky shade of backing plate and sky shade to set
The pitch-row of expansion bolt；
Step 3：The size and production technique cushion cap component of horizontal cushion cap are determined according to the size of backing plate and sky shade；
Step 4：Surface treatment, polishes the position that bonding is needed on horizontal cushion cap and corresponding roof boarding, then
Floating dust is blown off with compressed air, is cleaned up, drying is kept；
Step 5：Horizontal cushion cap and roof boarding are bonded after applying structure glue, suitably pressurizeed with pressurized equipment, it is ensured that hold
Platform level；
Step 6：The installation of the laggard line sensor of structure adhesive curing is treated, horizontal cushion cap surface is cleared up, will be padded with expansion bolt
Plate is fixed on horizontal cushion cap, it is ensured that backing plate bottom surface level；
Step 7：Masonry structure major and minor axis is determined, is indicated according to the direction of sensor, determines sensor orientation, it is ensured that is passed
Sensor is towards completely the same；
Step 8：Sensor is reinforced using fixing bolt, it is closely connected with horizontal cushion cap；
Step 9：Sky shade is installed to protect sensor, and with expansion bolt fixed shading cover.
Beneficial effect：
Most significant advantage of the invention is to drill on roofing when sensor is arranged on roofing, only needs increase
The little horizontal cushion cap of one volume, and be also adhesively fixed simply by structure glue therebetween, thus avoid installation
The roof waterproof layer for drilling and causing on roofing during sensor is destroyed, so as to the situation of leak infiltration occur, ensure that
Resident is brought comfortableness in the case of main structure body safety, is had obvious social and economic benefits.
Brief description of the drawings
Fig. 1 is sensor roof schematic view of the mounting position；
Fig. 2 is sensor levels suspended deck structure scheme of installation.
In figure, 1：Sensor；2：Backing plate；3：Sky shade；4：Expansion bolt；5：Horizontal cushion cap；6：Structure glue；7：Roofing
Plate.
Embodiment
A kind of sensor levels suspended deck structure technology, referring to shown in Fig. 1 to 2, including sensor 1 and horizontal cushion cap 5.Water
Flat cushion cap 5 is arranged on the roof boarding 7 of masonry structure, as shown in Figure 1-2, and multiple sensors 1 are arranged on horizontal cushion cap 5, many
The individual sensor 1 is consistent towards setting, and must assure that and contact surface rigid contact, its specific position and quantity root
Determined according to engineering practice.Structure glue 6 is bonded between horizontal cushion cap 5 and roof boarding 7.Sensor 1 passes through backing plate 2 and level
Cushion cap 5 is connected, and is connected between sensor 1 and backing plate 2 using fixing bolt, and backing plate 2 is fixed on horizontal cushion cap by expansion bolt 4
On 5, the outside of sensor 1, which is also surrounded, is provided with sky shade 3, and sky shade 3 is fixed on horizontal cushion cap 5 by expansion bolt 4.Sunshade
Cover 3, backing plate 2 use thickness for 2mm cold-rolled steel sheet, and horizontal cushion cap 5 is precast concrete, and strength grade of concrete is
C25, its size determines that it is internally provided with steel fabric sheet, the mesh of steel fabric sheet according to selected backing plate 2 and the size of sky shade 3
Size is 25mm × 25mm.
The concrete construction method of the horizontal suspended deck structure of the sensor is：
Step one：The quantity and installation site of sensor 1 are determined according to masonry structure form and size；
Step 2：Determined to use in the size and backing plate 2 and sky shade 3 of backing plate 2 and sky shade 3 according to the specification of sensor 1
To set the pitch-row of expansion bolt 4；
Step 3：The size and production technique cushion cap component of horizontal cushion cap 5 are determined according to the size of backing plate 2 and sky shade 3；
Step 4：Surface treatment, polishes the position that bonding is needed on horizontal cushion cap 5 and corresponding roof boarding 7,
Floating dust is blown off with compressed air again, is cleaned up, drying is kept；
Step 5：Horizontal cushion cap 5 and roof boarding 7 are bonded after applying structure glue 6, suitably pressurizeed with pressurized equipment, is protected
Demonstrate,prove cushion cap level；
Step 6：Treat that structure glue 6 solidifies the installation of laggard line sensor 1, the horizontal surface of cushion cap 5 is cleared up, with expansion bolt 4
Backing plate 2 is fixed on horizontal cushion cap 5, it is ensured that the bottom surface level of backing plate 2；
Step 7：Masonry structure major and minor axis is determined, is indicated according to the direction of sensor 1, determines the direction of sensor 1, it is ensured that
Sensor 1 is towards completely the same；
Step 8：Sensor 1 is reinforced using fixing bolt, it is closely connected with horizontal cushion cap 5；
Step 9：Sky shade 3 is installed to protect sensor 1, and with the fixed shading cover 3 of expansion bolt 4.
Above is the exemplary embodiments of the present invention, implementation not limited to this of the invention.
Claims (1)
1. a kind of construction method of sensor levels suspended deck structure, the sensor levels suspended deck structure include sensor (1) with
And horizontal cushion cap (5), the horizontal cushion cap (5) is arranged on the roof boarding of masonry structure (7), and multiple sensors (1) set
Put on the horizontal cushion cap (5)；Structure glue (6) is bonded between the horizontal cushion cap (5) and roof boarding (7)；The sensing
Device (1) is connected by backing plate (2) with horizontal cushion cap (5)；It is connected between the sensor (1) and backing plate (2) using fixing bolt；
The backing plate (2) is fixed on horizontal cushion cap (5) by expansion bolt (4)；Also surrounded on the outside of the sensor (1) and be provided with screening
Sun cover (3), the sky shade (3) is fixed on horizontal cushion cap (5) by expansion bolt (4),
It is characterized in that：Using following steps：
Step one：The quantity and installation site of sensor (1) are determined according to masonry structure form and size；
Step 2：The size and backing plate (2) and sky shade of backing plate (2) and sky shade (3) are determined according to sensor (1) specification
(3) to set the pitch-rows of expansion bolt (4) on；
Step 3：The size and production technique cushion cap structure of horizontal cushion cap (5) are determined according to the size of backing plate (2) and sky shade (3)
Part；
Step 4：Surface treatment, polishes the position that bonding is needed on horizontal cushion cap (5) and corresponding roof boarding (7),
Floating dust is blown off with compressed air again, is cleaned up, drying is kept；
Step 5：Horizontal cushion cap (5) is bonded with roof boarding (7) after applying structure glue (6), suitably pressurizeed with pressurized equipment,
Ensure cushion cap level；
Step 6：Treat that structure glue (6) solidifies the installation of laggard line sensor (1), clear up horizontal cushion cap (5) surface, use expanding screw
Backing plate (2) is fixed on horizontal cushion cap (5) by bolt (4), it is ensured that backing plate (2) bottom surface level；
Step 7：Masonry structure major and minor axis is determined, is indicated according to the direction of sensor (1), determines sensor (1) direction, it is ensured that
Sensor (1) is towards completely the same；
Step 8：Sensor (1) is reinforced using fixing bolt, it is closely connected with horizontal cushion cap (5)；
Step 9：Sky shade (3) is installed to protect sensor (1), and with expansion bolt (4) fixed shading cover (3)；
Wherein, multiple sensors (1) are consistent towards setting；The sky shade (3), backing plate (2) use thickness for 2mm's
Cold-rolled steel sheet；The horizontal cushion cap (5) is precast concrete, and strength grade of concrete is C25；The horizontal cushion cap (5)
Steel fabric sheet is internally provided with, the mesh size of the steel fabric sheet is 25mm × 25mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510064676.1A CN104631714B (en) | 2015-02-09 | 2015-02-09 | A kind of construction method of sensor levels suspended deck structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510064676.1A CN104631714B (en) | 2015-02-09 | 2015-02-09 | A kind of construction method of sensor levels suspended deck structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104631714A CN104631714A (en) | 2015-05-20 |
| CN104631714B true CN104631714B (en) | 2017-08-22 |
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ID=53210909
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510064676.1A Expired - Fee Related CN104631714B (en) | 2015-02-09 | 2015-02-09 | A kind of construction method of sensor levels suspended deck structure |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108468396A (en) * | 2018-03-30 | 2018-08-31 | 上海聚通装饰集团有限公司 | A kind of basement wall, the moisture-proof fixed construction technology of ground joist |
| CN109696148A (en) * | 2019-01-09 | 2019-04-30 | 中震（北京）工程检测股份有限公司 | A kind of dynamic monitor layout and its construction method |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2394981Y (en) * | 1999-09-13 | 2000-09-06 | 孙茂林 | Solar heat collector integrated with building flat roof |
| CN104114988A (en) * | 2011-09-19 | 2014-10-22 | 得克萨斯州大学系统董事会 | Impact-resistant surface-mounted roof sensors |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4581712A (en) * | 1982-11-10 | 1986-04-08 | Perry Huey J | Roof pressure monitoring system |
| CN102927966B (en) * | 2012-10-31 | 2014-11-05 | 清华大学 | Method for improving monitoring accuracy of structural settlement |
| CN102979113A (en) * | 2012-12-15 | 2013-03-20 | 陈向东 | House rectification method |
| CN103175665A (en) * | 2013-02-26 | 2013-06-26 | 上海建为建筑修缮工程有限公司 | Roof water leakage detecting system |
| CN204531201U (en) * | 2015-02-09 | 2015-08-05 | 北京玛斯特科技有限公司 | Sensor levels suspended deck structure |
-
2015
- 2015-02-09 CN CN201510064676.1A patent/CN104631714B/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2394981Y (en) * | 1999-09-13 | 2000-09-06 | 孙茂林 | Solar heat collector integrated with building flat roof |
| CN104114988A (en) * | 2011-09-19 | 2014-10-22 | 得克萨斯州大学系统董事会 | Impact-resistant surface-mounted roof sensors |
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| Publication number | Publication date |
|---|---|
| CN104631714A (en) | 2015-05-20 |
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Address after: 100043 Shijingshan District, Yang Yang Street, No. 69, No. 1, building an international Park, Fu International Applicant after: BEIJING MASTER TECHNOLOGY CO.,LTD. Address before: 100043 Shijingshan District, Yang Yang Street, No. 69, No. 1, building an international Park, Fu International Applicant before: AEIDO MASTER(BEIJING) ENVIRONMENTAL PROTECTION TECHNOLOGY CO.,LTD. |
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Free format text: CORRECT: APPLICANT; FROM: ZHUFU MASITE (BEIJING) ENVIRONMENTAL PROTECTION TECHNOLOGY LLC TO: BEIJING MASTER TECHNOLOGY CO., LTD. |
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Effective date of registration: 20170630 Address after: 100043 Shijingshan District, Yang Yang Street, No. 69, No. 1, building an international Park, Fu International Applicant after: ZHONGZHEN (BEIJING) ENGINEERING DETECTION CO.,LTD. Address before: 100043 Shijingshan District, Yang Yang Street, No. 69, No. 1, building an international Park, Fu International Applicant before: BEIJING MASTER TECHNOLOGY CO.,LTD. |
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