KR101660400B1 - Manhole capable of regulating height of cover and construction method thereof - Google Patents
Manhole capable of regulating height of cover and construction method thereof Download PDFInfo
- Publication number
- KR101660400B1 KR101660400B1 KR1020150051532A KR20150051532A KR101660400B1 KR 101660400 B1 KR101660400 B1 KR 101660400B1 KR 1020150051532 A KR1020150051532 A KR 1020150051532A KR 20150051532 A KR20150051532 A KR 20150051532A KR 101660400 B1 KR101660400 B1 KR 101660400B1
- Authority
- KR
- South Korea
- Prior art keywords
- manhole
- manhole cover
- support tube
- pipe
- height
- Prior art date
Links
- 238000010276 construction Methods 0.000 title description 7
- 230000001105 regulatory effect Effects 0.000 title 1
- 230000008878 coupling Effects 0.000 claims abstract description 5
- 238000010168 coupling process Methods 0.000 claims abstract description 5
- 238000005859 coupling reaction Methods 0.000 claims abstract description 5
- 238000000034 method Methods 0.000 claims description 5
- 230000002093 peripheral effect Effects 0.000 claims description 4
- 239000011083 cement mortar Substances 0.000 claims description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 229910052742 iron Inorganic materials 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 230000000994 depressogenic effect Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 229910001018 Cast iron Inorganic materials 0.000 description 1
- 230000001174 ascending effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
- E02D29/14—Covers for manholes or the like; Frames for covers
- E02D29/1409—Covers for manholes or the like; Frames for covers adjustable in height or inclination
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
- E02D29/121—Manhole shafts; Other inspection or access chambers; Accessories therefor characterised by the connection between shaft elements, e.g. of rings forming said shaft
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
- E02D29/125—Manhole shafts; Other inspection or access chambers; Accessories therefor characterised by the lining of the shaft
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
- E02D29/14—Covers for manholes or the like; Frames for covers
- E02D29/1418—Covers for manholes or the like; Frames for covers with implements to assist in lifting, e.g. counterweights, springs
-
- E05Y2900/612—
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
[0001] The present invention relates to a manhole capable of adjusting the height of a lid, and more particularly, to a manhole cover having a double structure for supporting a manhole cover, which can freely elevate and lower the manhole cover, The height of which is adjustable.
A manhole cover (10) having a hinge coupling part (110) formed on one side thereof for facilitating access and opening / closing of an operator to the inside of the manhole; An outer jaw 210 formed on an outer side of an upper end hinged to the one side of the manhole cover 10 and an inner jaw 220 formed on an inner side to seat the manhole cover 10 and a plurality of engagement grooves 230 An open top support tube (20); A lower support tube 30 installed on the outer periphery of the upper support tube 20 and having a support protrusion 310 protruded inside the lower end thereof; A spiral hole 421 is formed at a central portion of the support protrusion 420 protruding from the lower end of the lower end of the locking protrusion 410 protruding in one direction so that the upper end of the protrusion protrudes in one direction to be fitted into the retaining groove 230 of the upper support tube 20 (40) which can be reused; The upper supporting pipe 20 is screwed to the through hole 421 of the latching member 40 so that the upper supporting pipe 20 can be reused and the lower end is seated on the supporting jaw 310, And a long bolt (50).
Description
[0001] The present invention relates to a manhole capable of adjusting the height of a lid, and more particularly, to a manhole cover for supporting a manhole cover, which has a double structure and can freely elevate and lower the manhole cover to freely adjust the height of the manhole cover. And a method of constructing the manhole.
A manhole is a hole formed on the road surface to enable a person to enter the underground. The place to be installed is installed in the middle of a straight line where the thickness and direction of the pipe are changed, the starting point or crossing point, It is also used for communication.
The shape of a typical manhole is circular with the most ease of construction, and there are also squares and ovals. The entrance is surrounded by a frame made of iron or stone and covered with a circular lid which is made of cast iron or reinforced concrete with a diameter of about 60 cm. The main body is made of concrete or brick, and the inside diameter of the passage hole is often 1 to 1.2 m. The bottom is made to be the same as the bottom of the pipeline, or somewhat down to accommodate the sediment.
On the other hand, conventionally, the installation standard of the manhole cover is such that the height of the top surface of the lid is equal to the height of the ground, and secondly, the state (the top surface of the lid and the ground surface) is always maintained. However, as described above,
The top surface of the lid and the ground were not kept flat due to road construction (mainly overlaying construction) or other reasons (protrusion due to ground settlement, etc.).
Therefore, when the height of the top surface of the manhole cover is different from the height of the manhole cover, a method of closing the manhole or correcting the height of the manhole cover is used to prevent a safety accident.
That is, when the upper surface of the manhole cover is depressed from the ground, the manhole is buried or the height is raised. When the upper surface of the manhole cover protrudes from the ground, the height of the lid is corrected through a separate construction.
However, the conventional method of closing the manhole and the method of correcting the height of the lid as described above have caused enormous economical burdens, and there has also been a problem that the wastewater should be installed again on the water pipe.
In order to solve such a problem, a manhole iron which can vary the height of the manhole cover has been developed. However, since the structure of the manhole iron is very complicated, the production cost is high and the operation is not easy. Can not
Respectively.
Accordingly, there is a problem in that manholes of various sizes must be manufactured in advance. In addition, water or various foreign substances including the water are introduced into the manhole, which is accumulated in the manhole and waste time and cost
There was a problem.
To solve this problem to some extent, Korean Patent Registration No. 10-0748448 discloses a " manhole pillar height adjusting device ".
1, which is a cross-sectional view showing a structure of a conventional manhole pillar height adjusting device, a conventional manhole pillar height adjusting device has a plurality of holes 2 around a lower portion of the manhole pile 1 And a spring receiver
A plurality of height adjusting bolts 3 having a plurality of height adjusting bolts 4 are inserted into the hole 2 from the lower part of the manhole cover 1 in a state where the coil spring 5 is positioned around the height adjusting bolts 3, And an adjusting nut (6) is fastened on the upper part of the body (2). With this configuration, the manhole cover 1 has a property of ascending and descending by the elastic force of the coil spring 5 elastically provided around the adjustment bolt 3. The height adjustment of the manhole cover 1 with the above- And the length of the height adjusting bolt 3 is adjusted by loosening or tightening the adjusting nut 6 to adjust the height of the manhole.
In the conventional manhole harness 1 having the above-described structure, the coil spring 5 is placed around the height adjusting bolt 3 and inserted into the hole 2 in the lower portion of the manhole cover 1, 6) to an elastic force of the coil spring 5
There were disadvantages, very difficult and powerful.
That is, since the height adjusting bolts 3 must be fastened while overcoming the elastic resistance force of the coil spring 5 during the height adjusting operation of the manhole cover 1, the height adjustment operation of the manhole cover 1 is very difficult or disadvantageous will be. Further, parts such as the spring bearing 4, the height adjusting bolt 3, the adjusting nut 6 and the like are required, and in particular, expensive parts such as the coil spring 5 are required, which is costly. These components are integrated in the concrete, so that they can not be separated and can not be reused.
The present invention relates to a manhole cover, which is constructed by a double structure of a bottom support tube and a bottom support tube, and a retaining hole which is raised or lowered by rotation of the long bolt is installed on the upper support tube, It is an object of the present invention to provide a manhole capable of adjusting the height of a lid such that the height of the manhole cover can be easily adjusted by raising or lowering the upper support pipe provided with the manhole cover.
A manhole cover (10) having a hinge coupling part (110) formed on one side thereof for facilitating access and opening / closing of an operator to the inside of the manhole; An
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The present invention can easily and freely adjust the height of the manhole cover so that the manhole cover can be easily installed at the same height as the surrounding ground. Thus, the manhole can be quickly and easily operated when repairing and repairing the manhole, It is effective.
In addition, there is an advantage that manhole construction or maintenance cost can be reduced by reusing the hanging bolt and the long bolt.
1 is a cross-sectional view showing a structure of a conventional manhole cover height adjusting device.
2 is a sectional view of a manhole capable of adjusting the height of the lid according to the present invention.
3 is a cross-sectional view of a manhole in which the height of the cover is adjustable according to the present invention.
The manhole capable of adjusting the height of the lid according to the present invention includes: a
An
A
A
The upper supporting
A
The
And a
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Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings.
FIG. 1 is a cross-sectional view showing a structure of a conventional manhole cover height adjusting device, FIG. 2 is a sectional view of a manhole capable of adjusting the height of a lid according to the present invention, FIG.
As shown in FIGS. 2 and 3, the
The
The
The
The
The lower end of the
At this time, the catching
In order to prevent detachment and separation of the locking
When the height of the
A method of constructing the manhole using the manhole capable of adjusting the height of the lid having the above-described structure will be described as follows.
First, a bottom surface is excavated by using an excavator, and a manhole slab is formed to be connected to the upper and the sewer flow pipe, and a lower supporting
Thereafter, the upper supporting
When the
Thereafter, the
The cement mortar is injected and cured around the upper and
Thereafter, the
Although the present invention having been described above has been described with reference to a limited number of embodiments, it is to be understood that the present invention is not limited thereto and that various changes and modifications may be made without departing from the spirit and scope of the present invention by those skilled in the art. Various modifications and variations are possible within the scope of the appended claims.
10-Manhole cover
20-Upper support tube
30-Lower support tube
40-
50-bolt
110-
210-
220-medial jaw
230-Locking groove
231-jaws
310-support jaw
320-
410-
420-
421-through hole
Claims (5)
An outer side jaw 210 formed on an outer side of an upper end hinged to the side of the manhole cover 10; an inner side jaw 220 formed on the inner side of the manhole cover 10 to receive the manhole cover 10; A plurality of upper support tubes (20) formed at regular intervals;
A lower support tube 30 installed on the outer periphery of the upper support tube 20 and having a support protrusion 310 protruded inside the lower end thereof;
A spiral hole 421 is formed at a central portion of the support protrusion 420 protruding from the lower end of the lower end of the locking protrusion 410 protruding in one direction so that the upper end of the protrusion protrudes in one direction to be fitted into the retaining groove 230 of the upper support tube 20 (40) which can be reused;
The upper supporting pipe 20 is screwed to the through hole 421 of the latching member 40 so that the upper supporting pipe 20 can be reused and the lower end is seated on the supporting jaw 310, And a long bolt 50,
A scale unit 320 is formed around the inner side surface of the lower support pipe 30 so that the height of the upper support pipe 20 can be easily adjusted,
The locking protrusion 410 is formed in an upper end portion of the locking hole 40 in a "
And a latching protrusion 231 of a predetermined height is formed at the upper end of the latching groove 230 to prevent the latching opening 40 from being separated. manhole.
Installing a lower bearing pipe on the manhole slab of the excavated floor;
Inserting the upper support tube into the inner side surface of the lower support tube and installing the upper support tube so that the outer jaw of the upper support tube is seated on the upper end of the lower support tube;
Inserting a locking protrusion of a locking protrusion provided with an elongated bolt into a locking protrusion of the upper supporting tube;
Rotating the long bolt using a rotating tool to raise the upper end of the upper support pipe to the same height as the peripheral bottom surface;
Injecting cement mortar into the periphery of the upper bearing pipe and the lower bearing pipe;
Removing the fastener and the long bolt provided on the upper support pipe;
And a step of hinging a manhole cover on the upper surface of the upper support pipe.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020150051532A KR101660400B1 (en) | 2015-04-13 | 2015-04-13 | Manhole capable of regulating height of cover and construction method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020150051532A KR101660400B1 (en) | 2015-04-13 | 2015-04-13 | Manhole capable of regulating height of cover and construction method thereof |
Publications (1)
Publication Number | Publication Date |
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KR101660400B1 true KR101660400B1 (en) | 2016-09-28 |
Family
ID=57101275
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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KR1020150051532A KR101660400B1 (en) | 2015-04-13 | 2015-04-13 | Manhole capable of regulating height of cover and construction method thereof |
Country Status (1)
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KR (1) | KR101660400B1 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101847781B1 (en) * | 2017-07-14 | 2018-04-10 | 김광휘 | Manhole Lid Assembly |
CN107962904A (en) * | 2017-12-25 | 2018-04-27 | 无锡特恒科技有限公司 | A kind of imprinter suspension height adjusting mechanism |
CN111962973A (en) * | 2020-08-28 | 2020-11-20 | 安徽工程大学 | Lock tongue height adjusting device of well lid lock |
KR20230026211A (en) * | 2021-08-17 | 2023-02-24 | 김해기 | Manhole structure having improved construction height adjustment structure |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001032303A (en) * | 1999-07-23 | 2001-02-06 | Sekisui Chem Co Ltd | Manhole cover frame |
KR20120000174A (en) * | 2010-06-25 | 2012-01-02 | 박병태 | The height adjustable manhole cover device |
KR20130074682A (en) * | 2011-12-26 | 2013-07-04 | 한국남부발전 주식회사 | Height controller of manhole cover |
-
2015
- 2015-04-13 KR KR1020150051532A patent/KR101660400B1/en active IP Right Grant
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001032303A (en) * | 1999-07-23 | 2001-02-06 | Sekisui Chem Co Ltd | Manhole cover frame |
KR20120000174A (en) * | 2010-06-25 | 2012-01-02 | 박병태 | The height adjustable manhole cover device |
KR20130074682A (en) * | 2011-12-26 | 2013-07-04 | 한국남부발전 주식회사 | Height controller of manhole cover |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101847781B1 (en) * | 2017-07-14 | 2018-04-10 | 김광휘 | Manhole Lid Assembly |
CN107962904A (en) * | 2017-12-25 | 2018-04-27 | 无锡特恒科技有限公司 | A kind of imprinter suspension height adjusting mechanism |
CN111962973A (en) * | 2020-08-28 | 2020-11-20 | 安徽工程大学 | Lock tongue height adjusting device of well lid lock |
KR20230026211A (en) * | 2021-08-17 | 2023-02-24 | 김해기 | Manhole structure having improved construction height adjustment structure |
KR102532488B1 (en) | 2021-08-17 | 2023-05-12 | 김해기 | Manhole structure having improved construction height adjustment structure |
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