CN204575086U - The verticality measurement device of in-situ concrete wall form work engineering - Google Patents
The verticality measurement device of in-situ concrete wall form work engineering Download PDFInfo
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- CN204575086U CN204575086U CN201520232611.9U CN201520232611U CN204575086U CN 204575086 U CN204575086 U CN 204575086U CN 201520232611 U CN201520232611 U CN 201520232611U CN 204575086 U CN204575086 U CN 204575086U
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- concrete wall
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Abstract
The utility model discloses a kind of verticality measurement device of in-situ concrete wall form work engineering, it comprises line pendant, vertical batten, horizontal batten and inclination batten, one end of horizontal batten is fixed on the upper end of vertical batten, the upper end of inclination batten is fixed on the medium position of horizontal batten, lower end is fixed on the top of vertical batten, the upper end of line pendant is connected on inclination batten, and lower end naturally droops, the utility model project organization is ingenious, rationally, employing wood materials is made, lightweight, it is convenient to measure, when measuring verticality, the horizontal batten be positioned on vertical batten upper end is leaned against on the crust of in-situ concrete wall, then making line fall naturally droops until the stopping that freely swinging, then whether the perpendicular line of slotted line pendant lower end is consistent with the position that line falls residing for upper end with the distance between template crust, simple to operate, fast, and without the need to climbing, construction safety, effective lifting construction efficiency, one-piece construction is simple in addition, be easy to realize, cost is low, be beneficial to wide popularization and application.
Description
Technical field
The utility model relates to the squareness measurement technical field of form work engineering, is specifically related to a kind of verticality measurement device of in-situ concrete wall form work engineering.
Background technology
Concrete wall is the important component part of buildings.Its effect is load-bearing, goes along with sb. to guard him or the compartment.In-situ concrete wall refers to the concrete wall just watering and build up.In cast-in-place concrete structure work progress, after the vertical member model sheetinstallat such as outer wall of basement, Core Walls Structure body of wall, frame column complete, the projects such as the axial location to form work engineering, sectional dimension, verticality are needed to inspect for acceptance.When measuring verticality, chi need be installed and measured on wall column formwork top, people is using box chi to measure the distance of perpendicular line distance template crust above, remeasure below once again, the difference of twice distance just measures perpendicularity deviation, common engineering must could be qualified within 5mm, and special engineering must reach 3mm, requires higher to verticality.And workmen is in work progress, needs regularly, measure to repeatability ground, a large amount of property, take time and effort, affect work efficiency.Sometimes and very important person climbs, eminence is measured, and operation is inconvenient and dangerous, and when measuring, people is not easy at top place the verticality situation seeing whole component simultaneously, and measurement effect is not good.
Utility model content
For above-mentioned deficiency, the purpose of this utility model is, provides a kind of smart structural design, rationally, lightweight, structural stability is good, and without the need to climbing, use simple, be convenient for measuring, the verticality measurement device of the in-situ concrete wall form work engineering that security is good.
For achieving the above object, technical scheme provided by the utility model is:
A kind of verticality measurement device of in-situ concrete wall form work engineering, it comprises line pendant, length is slightly shorter than the vertical batten of the height of the required body of wall measured, the inclination batten of length to be the horizontal batten of 25 ~ 35cm and length be 40 ~ 60cm, one end of described horizontal batten is fixed on the upper end of described vertical batten, and batten vertical with this is perpendicular, the upper end of described inclination batten is fixed on the medium position of described horizontal batten, lower end is fixed on the top of described vertical batten, the upper end of described line pendant is connected to the junction of described inclination batten and horizontal batten, lower end naturally droops, described vertical batten, the cross-sectional profile profile of horizontal batten and inclination batten is square.
Improve as one of the present utility model, the length of described horizontal batten is 30cm.The length of described inclination batten is 50cm, rational in infrastructure.
Improve as one of the present utility model, described inclination batten is 25 ~ 30 with the angle between vertical batten, and structural stability is good, not yielding.
The beneficial effects of the utility model are: the utility model project organization is ingenious, reasonable, employing wood materials is made, lightweight, it is convenient to measure, when measuring verticality, the horizontal batten be positioned on vertical batten upper end is leaned against on the crust of in-situ concrete wall, and in advance slotted line pendant upper end and the distance of horizontal batten near one end of in-situ concrete wall crust, be such as 20cm; Then making line fall naturally droops until the stopping that freely swinging, and then slotted line falls the distance between the perpendicular line of lower end and crust, if 20cm, illustrates that vertical missing is 0; If deviation exceedes code requirement, then remeasure, till qualified after needing correction; And measurement people can measure on the ground, need not climb and can measure verticality, safe and reliable simple and fast, effective lifting construction efficiency, one-piece construction is simple in addition, and be easy to realize, cost is low, is beneficial to wide popularization and application.
Below in conjunction with accompanying drawing and embodiment, the utility model is further illustrated.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Structural representation when Fig. 2 is the utility model construction.
Embodiment
See Fig. 1 and Fig. 2, the verticality measurement device of a kind of in-situ concrete wall form work engineering that the present embodiment provides, the inclination batten 5 of the vertical batten 3 that it comprises line pendant 1, length is slightly shorter than the height of the required in-situ concrete wall 2 measured, length to be the horizontal batten 4 of 25 ~ 35cm and length be 40 ~ 60cm, preferably, the length of horizontal batten 4 is preferably 30cm; The length of inclination batten 5 is preferably 50cm; One end of described horizontal batten 4 is fixed on the upper end of described vertical batten 3 by nail, and batten 3 vertical with this is perpendicular, the upper end of described inclination batten 5 is fixed on the medium position of described horizontal batten 4 by nail, lower end is fixed on the top of described vertical batten 3 by nail, preferably, angle a between described inclination batten 5 with vertical batten 3 is 25 ~ 30, is preferably 26 ~ 28 degree.Structural stability is good, not yielding.The upper end of described line pendant 1 is connected to the junction of described inclination batten 5 and horizontal batten 4, and lower end naturally droops.
Preferably, the cross-sectional profile profile of described vertical batten 3, horizontal batten 4 and inclination batten 5 is square, is easy to make, and convenient construction.
During use, tied up on horizontal batten 4 upper end of line pendant 1 in advance, and measure itself and the distance of horizontal batten 4 away from one end of vertical batten 3, this distance is preferably 20cm; Then horizontal batten 4 is leaned against on the crust of in-situ concrete wall 2 away from one end of vertical batten 3, at this moment line pendant 1 naturally droops, and after line pendant 1 freely swings stopping, slotted line falls the distance between the perpendicular line of 1 lower end and crust, if 20cm, illustrate that vertical missing is 0; If deviation exceedes code requirement, then remeasure, till qualified after needing correction; Measure simple and fast, safe and reliable, lifting construction efficiency greatly.
The announcement of book and instruction according to the above description, the utility model those skilled in the art can also change above-mentioned embodiment and revise.Therefore, the utility model is not limited to embodiment disclosed and described above, also should fall in the protection domain of claim of the present utility model modifications and changes more of the present utility model.In addition, although employ some specific terms in this instructions, these terms just for convenience of description, do not form any restriction to the utility model.As described in the utility model above-described embodiment, adopt structure same or analogous with it and the device of other structure obtained, all in the utility model protection domain.
Claims (4)
1. the verticality measurement device of an in-situ concrete wall form work engineering, it is characterized in that, it comprises line pendant, length is slightly shorter than the vertical batten of the height of the required body of wall measured, the inclination batten of length to be the horizontal batten of 25 ~ 35cm and length be 40 ~ 60cm, one end of described horizontal batten is fixed on the upper end of described vertical batten, and batten vertical with this is perpendicular, the upper end of described inclination batten is fixed on the medium position of described horizontal batten, lower end is fixed on the top of described vertical batten, the upper end of described line pendant is connected to the junction of described inclination batten and horizontal batten, lower end naturally droops, described vertical batten, the cross-sectional profile profile of horizontal batten and inclination batten is square.
2. the verticality measurement device of in-situ concrete wall form work engineering according to claim 1, is characterized in that: the length of described horizontal batten is 30cm.
3. the verticality measurement device of in-situ concrete wall form work engineering according to claim 1 and 2, is characterized in that: the length of described inclination batten is 50cm.
4. the verticality measurement device of in-situ concrete wall form work engineering according to claim 1, is characterized in that: described inclination batten is 25 ~ 30 with the angle between vertical batten.
Priority Applications (1)
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CN201520232611.9U CN204575086U (en) | 2015-04-17 | 2015-04-17 | The verticality measurement device of in-situ concrete wall form work engineering |
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CN201520232611.9U CN204575086U (en) | 2015-04-17 | 2015-04-17 | The verticality measurement device of in-situ concrete wall form work engineering |
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CN201520232611.9U Expired - Fee Related CN204575086U (en) | 2015-04-17 | 2015-04-17 | The verticality measurement device of in-situ concrete wall form work engineering |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105258687A (en) * | 2015-10-27 | 2016-01-20 | 山西省第三建筑工程公司 | Detection device and method for cast-in-place concrete wall perpendicularity |
CN106705929A (en) * | 2017-01-23 | 2017-05-24 | 河南工业大学 | Building inclination dynamic measuring instrument and use method thereof |
CN108682465A (en) * | 2018-05-22 | 2018-10-19 | 广东核电合营有限公司 | Million kilowatt nuclear power factory Spent Fuel Pool dilatation mounting process |
CN108682462A (en) * | 2018-05-22 | 2018-10-19 | 广东核电合营有限公司 | Million kilowatt nuclear power factory spentnuclear fuel bottom of pond irregularity degree measures and process for leveling |
CN110954061A (en) * | 2019-12-26 | 2020-04-03 | 中国二十二冶集团有限公司 | Tool for detecting verticality and section size of cast-in-situ concrete wall column template |
-
2015
- 2015-04-17 CN CN201520232611.9U patent/CN204575086U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105258687A (en) * | 2015-10-27 | 2016-01-20 | 山西省第三建筑工程公司 | Detection device and method for cast-in-place concrete wall perpendicularity |
CN106705929A (en) * | 2017-01-23 | 2017-05-24 | 河南工业大学 | Building inclination dynamic measuring instrument and use method thereof |
CN108682465A (en) * | 2018-05-22 | 2018-10-19 | 广东核电合营有限公司 | Million kilowatt nuclear power factory Spent Fuel Pool dilatation mounting process |
CN108682462A (en) * | 2018-05-22 | 2018-10-19 | 广东核电合营有限公司 | Million kilowatt nuclear power factory spentnuclear fuel bottom of pond irregularity degree measures and process for leveling |
CN110954061A (en) * | 2019-12-26 | 2020-04-03 | 中国二十二冶集团有限公司 | Tool for detecting verticality and section size of cast-in-situ concrete wall column template |
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Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150819 Termination date: 20180417 |