CN113958192A - Construction method of detachable enclosure - Google Patents
Construction method of detachable enclosure Download PDFInfo
- Publication number
- CN113958192A CN113958192A CN202111278053.6A CN202111278053A CN113958192A CN 113958192 A CN113958192 A CN 113958192A CN 202111278053 A CN202111278053 A CN 202111278053A CN 113958192 A CN113958192 A CN 113958192A
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- China
- Prior art keywords
- wire
- elevation
- enclosure
- square tubes
- hanging
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/1413—Post-and-rail fences, e.g. without vertical cross-members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/26—Devices for erecting or removing fences
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The invention particularly relates to a construction method of a detachable enclosure; the method is characterized in that: the method comprises the following steps of 1, positioning the enclosure; step 2, hanging a steel bar stay wire, hanging a wire at a point with determined elevation and position, leveling the field within 50cm of the periphery of the wire after the wire is hung, ensuring the elevation of the bottom of the enclosure, and quickly ensuring the safety of the temporary building; step 3, pouring concrete, namely, translating the wire on the reinforcing steel bar to a designed elevation, pouring concrete, strictly controlling the elevation according to the wire, and ensuring the flatness of the ground by using infrared rays and a guiding ruler tool in the process; step 4, installing a railing by hanging wires; and 5, confirming the reliability of the enclosure, and checking whether the nut of each connecting piece is screwed down and put into use. Compared with the prior art, the enclosure and the construction method thereof can effectively solve the problem of long construction period due to the reversed ridge, and can adjust the length according to the field length.
Description
Technical Field
The invention relates to the field of building construction, in particular to a construction method of a detachable enclosure.
Background
Generally, the construction method of the traditional enclosure is as follows:
1. positioning the enclosure, measuring the position of the enclosure by using a measuring instrument,
2. leveling the field, building a small back ridge (water retaining effect) on a cushion layer according to a position pull line, embedding an upright post every 3 m, and installing a breast board after waiting for the age of concrete;
3. installing standard breast boards, and bracing every 3 meters;
4. the check results in the reliability of breast board, guarantees that it is firm, safe effective.
For the method, the construction of the handrail takes labor and materials, the period is long, the construction period is greatly influenced, the stability of the handrail is directly influenced due to the fact that the construction quality of the anti-ridge is good or bad, and the potential safety hazard of a construction site is greatly increased.
Disclosure of Invention
The invention aims to overcome the defects and provide a novel construction method which is easy to implement and install and dismantle the enclosure.
In order to achieve the above object, the present invention is realized by:
a construction method of a detachable enclosure comprises
Step 1, positioning a fence, fixing the elevations of two points at two ends according to the length of the fence on site, and determining the elevation and the position by hanging a wire; the step aims to directly measure the elevation of two ends, and quickly measure the elevation and the length of the on-site enclosure to be set;
step 3, pouring concrete, namely, translating the wire on the reinforcing steel bar to a designed elevation, pouring concrete, strictly controlling the elevation according to the wire, and ensuring the flatness of the ground by using infrared rays and a guiding ruler tool in the process;
step 4, hanging a line and installing a special railing, wherein the railing is specifically made by the following steps: n galvanized square tubes with the height of 2.5 meters and the thickness of 2mm are used, manual manufacturing is carried out, the small square tubes and springs are used for controlling the small square tubes to stretch left and right, the height of the small square tubes is 2.2 meters after the small square tubes stretch to the limit, the small square tubes stretch to 3 meters after the small square tubes stretch to the limit, the range of 1 meter can be regulated and controlled to the maximum extent in the installation process, the galvanized square tubes are fixed by nuts after the ideal range is reached, brackets are welded at the bottom to fix a water baffle, and left and right connecting piece handles are welded; the step is favorable for saving the step of reverse ridge construction, and is replaced by the baffle and the rubber plate, so that the water retaining effect is achieved, and the length is adjusted according to the change of the site position;
and 5, confirming the reliability of the enclosure, and checking whether the nut of each connecting piece is screwed down and put into use.
Compared with the prior art, the enclosure and the construction method thereof can effectively solve the problem of long construction period due to the reversed ridge, and can adjust the length according to the field length.
Drawings
Fig. 1 is a schematic structural view of the enclosure according to the present invention.
Detailed Description
The invention is further illustrated by the following specific examples.
As shown in figure 1, the construction method of the detachable enclosure comprises
Step 1, positioning a fence, fixing the elevations of two points at two ends according to the length of the fence on site, and determining the elevation and the position by hanging a wire; the step aims to directly measure the elevation of two ends, and quickly measure the elevation and the length of the on-site enclosure to be set;
step 3, pouring concrete, namely, translating the wire on the reinforcing steel bar to a designed elevation, pouring concrete, strictly controlling the elevation according to the wire, and ensuring the flatness of the ground by using infrared rays and a guiding ruler tool in the process;
step 4, hanging a line and installing a special railing, wherein the railing is specifically made by the following steps: n galvanized square tubes 1 with the height of 2.5 meters and the thickness of 2mm are used, manual manufacturing is carried out, the small square tubes and springs are used for controlling the square tubes to stretch left and right, the height of the square tubes is 2.2 meters after the square tubes stretch to the limit, the square tubes stretch to 3 meters after the square tubes stretch to the limit, the range of 1 meter can be regulated and controlled to the maximum extent in the installation process, the square tubes are fixed by nuts after the ideal range is reached, brackets are welded at the bottom of the square tubes to fix a water baffle, and left and right connecting piece handles 2 are arranged; the step is favorable for saving the step of reverse ridge construction, and is replaced by the baffle and the rubber plate, so that the water retaining effect is achieved, and the length is adjusted according to the change of the site position;
and 5, confirming the reliability of the enclosure, and checking whether the nut of each connecting piece is screwed down and put into use.
Compared with the prior art, the enclosure and the construction method thereof can effectively solve the problem of long construction period due to the reversed ridge, and can adjust the length according to the field length.
Claims (1)
1. A construction method of a detachable enclosure is characterized in that: comprises that
Step 1, positioning a fence, fixing the elevations of two points at two ends according to the length of the fence on site, and determining the elevation and the position by hanging a wire; the step aims to directly measure the elevation of two ends, and quickly measure the elevation and the length of the on-site enclosure to be set;
step 2, hanging a steel bar stay wire, hanging a wire at a point with determined elevation and position, leveling the field within 50cm of the periphery of the wire after the wire is hung, ensuring the elevation of the bottom of the enclosure, and quickly ensuring the safety of the temporary building;
step 3, pouring concrete, namely, translating the wire on the reinforcing steel bar to a designed elevation, pouring concrete, strictly controlling the elevation according to the wire, and ensuring the flatness of the ground by using infrared rays and a guiding ruler tool in the process;
step 4, hanging a line and installing a special railing, wherein the railing is specifically made by the following steps: n galvanized square tubes with the height of 2.5 meters and the thickness of 2mm are used, manual manufacturing is carried out, the small square tubes and springs are used for controlling the small square tubes to stretch left and right, the height of the small square tubes is 2.2 meters after the small square tubes stretch to the limit, the small square tubes stretch to 3 meters after the small square tubes stretch to the limit, the range of 1 meter can be regulated and controlled to the maximum extent in the installation process, the galvanized square tubes are fixed by nuts after the ideal range is reached, brackets are welded at the bottom to fix a water baffle, and left and right connecting piece handles are welded; the step is favorable for saving the step of reverse ridge construction, and is replaced by the baffle and the rubber plate, so that the water retaining effect is achieved, and the length is adjusted according to the change of the site position;
and 5, confirming the reliability of the enclosure, and checking whether the nut of each connecting piece is screwed down and put into use.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111278053.6A CN113958192A (en) | 2021-10-30 | 2021-10-30 | Construction method of detachable enclosure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111278053.6A CN113958192A (en) | 2021-10-30 | 2021-10-30 | Construction method of detachable enclosure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113958192A true CN113958192A (en) | 2022-01-21 |
Family
ID=79468465
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111278053.6A Pending CN113958192A (en) | 2021-10-30 | 2021-10-30 | Construction method of detachable enclosure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113958192A (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205840507U (en) * | 2016-07-13 | 2016-12-28 | 中国建筑第八工程局有限公司 | Detachable safety enclosing |
| KR20170021711A (en) * | 2015-08-18 | 2017-02-28 | 권혜경 | Temporary fence having flexible transverse members and methods for setting thereof |
| CN110206384A (en) * | 2019-05-17 | 2019-09-06 | 五冶集团上海有限公司 | A kind of installation method of the temporary construction fence suitable for soil layer geology |
| CN209413445U (en) * | 2018-12-24 | 2019-09-20 | 四川省盛旺建筑工程有限公司 | A kind of Municipal Engineering Construction enclosing |
| CN111577001A (en) * | 2020-06-09 | 2020-08-25 | 广西宏丰建筑工程有限公司 | Temporary enclosure fixing piece for non-hardened area and construction method thereof |
| CN211818632U (en) * | 2020-02-26 | 2020-10-30 | 中铁建工集团有限公司 | Build construction and enclose pin-connected panel unit baffle for fender |
| CN112282503A (en) * | 2020-11-03 | 2021-01-29 | 中国建筑土木建设有限公司 | Fixed enclosure base device and using method thereof |
| CN213838015U (en) * | 2020-10-26 | 2021-07-30 | 向新星 | Building construction safety control rail |
| CN214463230U (en) * | 2020-12-25 | 2021-10-22 | 中国建筑土木建设有限公司 | Assembled fender |
-
2021
- 2021-10-30 CN CN202111278053.6A patent/CN113958192A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20170021711A (en) * | 2015-08-18 | 2017-02-28 | 권혜경 | Temporary fence having flexible transverse members and methods for setting thereof |
| CN205840507U (en) * | 2016-07-13 | 2016-12-28 | 中国建筑第八工程局有限公司 | Detachable safety enclosing |
| CN209413445U (en) * | 2018-12-24 | 2019-09-20 | 四川省盛旺建筑工程有限公司 | A kind of Municipal Engineering Construction enclosing |
| CN110206384A (en) * | 2019-05-17 | 2019-09-06 | 五冶集团上海有限公司 | A kind of installation method of the temporary construction fence suitable for soil layer geology |
| CN211818632U (en) * | 2020-02-26 | 2020-10-30 | 中铁建工集团有限公司 | Build construction and enclose pin-connected panel unit baffle for fender |
| CN111577001A (en) * | 2020-06-09 | 2020-08-25 | 广西宏丰建筑工程有限公司 | Temporary enclosure fixing piece for non-hardened area and construction method thereof |
| CN213838015U (en) * | 2020-10-26 | 2021-07-30 | 向新星 | Building construction safety control rail |
| CN112282503A (en) * | 2020-11-03 | 2021-01-29 | 中国建筑土木建设有限公司 | Fixed enclosure base device and using method thereof |
| CN214463230U (en) * | 2020-12-25 | 2021-10-22 | 中国建筑土木建设有限公司 | Assembled fender |
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|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20220121 |
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| WD01 | Invention patent application deemed withdrawn after publication |