KR101669616B1 - Carbonation Depth Measurement Device for Safety Diagnosis of Reinforced Concrete Structure Using Core Test Piece - Google Patents
Carbonation Depth Measurement Device for Safety Diagnosis of Reinforced Concrete Structure Using Core Test Piece Download PDFInfo
- Publication number
- KR101669616B1 KR101669616B1 KR1020160120607A KR20160120607A KR101669616B1 KR 101669616 B1 KR101669616 B1 KR 101669616B1 KR 1020160120607 A KR1020160120607 A KR 1020160120607A KR 20160120607 A KR20160120607 A KR 20160120607A KR 101669616 B1 KR101669616 B1 KR 101669616B1
- Authority
- KR
- South Korea
- Prior art keywords
- core
- core specimen
- horizontal channels
- specimen
- reinforced concrete
- Prior art date
Links
- 239000011150 reinforced concrete Substances 0.000 title claims description 10
- 238000003745 diagnosis Methods 0.000 title claims description 8
- 238000005259 measurement Methods 0.000 title claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 39
- 238000005406 washing Methods 0.000 claims description 18
- 230000008878 coupling Effects 0.000 claims description 15
- 238000010168 coupling process Methods 0.000 claims description 15
- 238000005859 coupling reaction Methods 0.000 claims description 15
- 238000005452 bending Methods 0.000 claims description 9
- 238000000034 method Methods 0.000 claims description 7
- 238000004140 cleaning Methods 0.000 abstract description 5
- 239000004567 concrete Substances 0.000 description 19
- KJFMBFZCATUALV-UHFFFAOYSA-N phenolphthalein Chemical compound C1=CC(O)=CC=C1C1(C=2C=CC(O)=CC=2)C2=CC=CC=C2C(=O)O1 KJFMBFZCATUALV-UHFFFAOYSA-N 0.000 description 9
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 8
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 6
- 238000006243 chemical reaction Methods 0.000 description 5
- 229910000019 calcium carbonate Inorganic materials 0.000 description 4
- 235000010216 calcium carbonate Nutrition 0.000 description 4
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 description 4
- 239000000920 calcium hydroxide Substances 0.000 description 4
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 4
- 238000006386 neutralization reaction Methods 0.000 description 4
- 229910002092 carbon dioxide Inorganic materials 0.000 description 3
- 210000002683 foot Anatomy 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 210000002445 nipple Anatomy 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 239000001569 carbon dioxide Substances 0.000 description 2
- 239000003153 chemical reaction reagent Substances 0.000 description 2
- 238000011109 contamination Methods 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 229910003460 diamond Inorganic materials 0.000 description 2
- 239000010432 diamond Substances 0.000 description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000005507 spraying Methods 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000001174 ascending effect Effects 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 210000000078 claw Anatomy 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N21/00—Investigating or analysing materials by the use of optical means, i.e. using sub-millimetre waves, infrared, visible or ultraviolet light
- G01N21/75—Systems in which material is subjected to a chemical reaction, the progress or the result of the reaction being investigated
- G01N21/77—Systems in which material is subjected to a chemical reaction, the progress or the result of the reaction being investigated by observing the effect on a chemical indicator
- G01N21/78—Systems in which material is subjected to a chemical reaction, the progress or the result of the reaction being investigated by observing the effect on a chemical indicator producing a change of colour
- G01N21/80—Indicating pH value
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/32—Investigating strength properties of solid materials by application of mechanical stress by applying repeated or pulsating forces
- G01N3/34—Investigating strength properties of solid materials by application of mechanical stress by applying repeated or pulsating forces generated by mechanical means, e.g. hammer blows
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N33/00—Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
- G01N33/38—Concrete; Lime; Mortar; Gypsum; Bricks; Ceramics; Glass
- G01N33/383—Concrete or cement
Landscapes
- Chemical & Material Sciences (AREA)
- Physics & Mathematics (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Immunology (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- General Physics & Mathematics (AREA)
- Analytical Chemistry (AREA)
- Pathology (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Food Science & Technology (AREA)
- Medicinal Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Plasma & Fusion (AREA)
- Sampling And Sample Adjustment (AREA)
Abstract
Description
The present invention relates to a technology used for measuring the depth of carbonation (neutralization) of a reinforced concrete structure, and more particularly to a technique for measuring the depth of carbonation (neutralization) of a reinforced concrete structure using a core specimen to facilitate cleaning of a core specimen collected from a concrete structure And a carbonation depth measuring apparatus for safety diagnosis.
Concrete absorbs carbon dioxide in the air from the surface, and when the calcium hydroxide in the concrete changes into calcium carbonate, it loses its alkalinity. Such phenomenon is called carbonation or neutralization, and when the passive film wrapping the surface of the reinforcing steel is destroyed by the carbonation of concrete, The corrosion of concrete starts and the life of concrete is shortened.
The mechanism of carbonation of concrete is as follows: Carbon dioxide penetration → carbonation (neutralization) → rebar passive film breakage → rebar corrosion → rebar volumetric expansion → concrete cracking in the order of concrete. Ca (OH) 2 (calcium hydroxide) + CO2 = CaCO3 (calcium carbonate) + H2O.
Before the progress of carbonation, the calcium hydroxide originally has a pH value of about 12 to 13, and a portion of calcium hydroxide that has been changed to calcium carbonate due to the carbonation phenomenon is lowered to about 8.5 to 10 to be neutralized.
If the pH inside the concrete is 11 or higher, it does not rust if oxygen is present. However, when the pH is lower than 11, rust is generated in the reinforcing bar and the reinforcing bar is expanded to about 2.5 times the original volume.
As a method of checking the carbonation of concrete, when the 1% solution of phenolphthalein as the test reagent meets and reacts with the alkaline substance, it changes into red color, and the phenolphthalein solution is sprayed on the concrete to visually observe the change of color .
When 1% solution of phenolphthalein is sprayed on concrete, it is colorless at pH 9 or lower, and red at higher pH value, so it can be very easily identified. This method can be used to collect specimens from concrete structures in core form or powder form A hole is drilled in the concrete structure and it is directly inspected in the field.
When the depth of carbonation is measured using the core specimen as described above, the
When the
That is, the depth from the end of the
However, there is a problem that the
In addition, since the
SUMMARY OF THE INVENTION The present invention has been made in order to solve the problems as described above, and it is an object of the present invention to prevent contamination of the core specimen from foreign substances on the floor during washing, to facilitate the cleaning work of the core specimen, And to provide a device for measuring the depth of carbonation for safety diagnosis of a reinforced concrete structure using a core specimen which can prevent floor contamination and greatly reduce a washing space.
To achieve these and other advantages and in accordance with the purpose of the present invention, as embodied and broadly described herein, there is provided an apparatus for measuring depth of carbonation for safety diagnosis of a reinforced concrete structure using a core specimen, comprising: a pair of horizontal channels spaced apart from each other and installed parallel to an axial direction of the core specimen; A leg portion bent downward from the outer side surface of the horizontal channel toward the floor; A footrest provided at the lower end of the leg portion and supported on the floor; A fixing bracket installed at an upper portion of the horizontal channel at a distance from each other; A radial supporting roller installed in the fixing bracket and supporting the core specimen; A plurality of parallel links installed inside the horizontal channel; A lifting bracket installed at an upper end of the parallel link; An axial guide roller installed in the lifting bracket and guiding the core specimen in the axial direction; And a lever provided on the lifting bracket.
The present invention relates to an image forming apparatus, A hollow boss provided on the holding plate; A latching hole formed in the parallel link; And a locking pin inserted into the latching hole through the hollow boss to hold the lifting position of the lifting bracket.
The present invention relates to an arm extending upward from a lower portion of a fixing bracket and spaced from an end of a core specimen; A vertical slot formed in the arm; A slider inserted into the vertical ball and slidable in the vertical direction; A bolt engaging portion formed at one end of the slider; A nut coupled with the bolt engagement portion; A spherical coupling formed at the other end of the slider; A ball joint which is fitted in the spherical coupling portion and is spherically engaged with each other; And a rotating disk provided on the ball joint and supporting an end portion of the core specimen.
A pair of hanger bars installed parallel to each other on a leg portion; A water receiver for receiving wash water falling from the core specimen; And a V-bending portion formed parallel to both edges of the water receiver and hooked to the hanger bar.
The present invention as described above can be applied to the
The
It is possible to rotate the
So that the
When the
The center of gravity of the
The positioning of the
Since the
Since the rotating
It is possible to clean the
The
Furthermore, according to the present invention, when the
Since the
FIG. 1 is a cross-sectional view showing a drilling operation using a core drill to collect a core specimen from a conventional concrete structure
FIG. 2 is a cross-sectional view schematically showing a process of breaking a conventional core specimen using a crutch;
Figure 3 is a cross-sectional view showing the separation of a core specimen from a conventional concrete structure;
Fig. 4 is an exploded perspective view
5 is an exploded perspective view showing a lifting bracket, a parallel link, and an axial guide roller according to the present invention.
FIG. 6 is a perspective view showing the fixing bracket according to the present invention installed on the upper surface of the horizontal channel.
Fig. 7 is a bottom perspective view of Fig.
FIG. 8 is a perspective view showing a fixing bracket and a radial supporting roller according to the present invention,
9 is an exploded perspective view showing the spherical coupling portion and the nut separated from the arm according to the present invention.
10 is a side sectional view showing that the lifting bracket according to the present invention is lowered so that the core specimen is separated from the axial guide roller,
11 is a sectional view taken on line A-A 'in Fig. 10
12 is a perspective view of Fig. 10,
FIG. 13 is a side sectional view showing that the lifting bracket according to the present invention is lifted so that the core specimen is held in contact with the axial guide roller and separated from the radial support roller;
FIG. 14 is a cross-sectional view taken along line B-B '
Fig. 15 is a perspective view of Fig. 13,
Fig. 16 is a rear perspective view of Fig.
Hereinafter, embodiments according to the present invention will be described in detail with reference to the accompanying drawings.
As shown in FIGS. 4 to 16, the present invention comprises a pair of
4 and 6, the
The present invention is characterized in that the
As shown in Figs. 6 and 7, the
The rear
When the
Roller bearings and oil-less bearings are embedded in the center of the
The lifting and lowering
The
When the axial direction guide
Roller bearings and oil-less bearings are incorporated in the center of the
As shown in Figs. 4 to 7, the
The
Thus, when the rotary center shaft 31 (33) is assembled to the
The upper portions of the
52b are integrally formed on one side of the
The
The present invention is characterized in that it comprises a retaining plate (71) (73) installed in the horizontal channel (30) (32);
The
The
The present invention includes an arm (80) extending upward from a lower portion of a fixing bracket (40) and spaced apart from an end of the core specimen (20); A
The
A
The present invention includes a pair of hanger bars 91 and 92 installed parallel to
4 and 11, the
The hanger bars 91 and 92 for supporting the
Hereinafter, the operation according to the present invention will be described in detail with reference to the accompanying drawings.
The
When the lifting
15, the
Thereafter, the
At this time, as shown in the enlarged view of FIG. 14, the
As shown in FIG. 13, when the
At this time, the
13, when the fracture end face 24 of the
When the lifting
When the
That is, even if the
At this time, when the lifting
10 and 11, the
When the
Since the
Since the
If the water level of the wash water W1 that has fallen to the
The
If the
Since the
When a 1% solution of phenolphthalein is applied to the surface of the
When the
20: core specimen 22: bottom
24:
30a, 30b, 32a, 32b:
32e, 32f, 32g, 32h:
34, 36:
40a, 40b, 40c, 40d:
42a, 42b, 42c, 42d:
40f, 42f, 50f:
43h, 44h:
50: lifting
51a, 51b, 52a, 52b, 53a, 53b, 54a, 54b:
51g, 52g: piercing 51h, 52h:
55, 56, 57: axial
55c, 55d, 56c, 56d, 57c, 57d: supporting
55p, 56p, 57p: axial pin 58: lever
59a, 59b: crusher bar 70: locking pin
71, 73: Retaining
80: arm 81: vertical slot
82: Slider 83: Bolt coupling part
84:
85: spherical coupling part 86: ball joint
87: rotating disk 88: bending part
89: weld portion 90:
91, 92:
93,94: V-bending
97: inclined bottom surface 98: drainage
99:
W1: Wash water G1, G2: Gap
Vertical line: V1
Claims (4)
Legs 30a, 30b, 32a, and 32b that are bent downward from the outer side surfaces of the horizontal channels 30 and 32 toward the bottom 22, respectively;
A foot plate 34 installed at a lower end of the legs 30a, 30b, 32a and 32b and supported by the floor 22;
Fixing brackets 40 and 42 installed at a distance from each other on the horizontal channels 30 and 32;
Radial support rollers 43, 44, 45 and 46 provided on the fixing brackets 40 and 42 to support the core specimen 20;
A plurality of parallel links 51, 52, 53, 54 installed inside the horizontal channels 30, 32;
A lifting bracket 50 installed at an upper end of the parallel links 51, 52, 53 and 54;
Axial guide rollers 55, 56, 57 installed on the lifting bracket 50 for guiding the core specimen 20 in the axial direction;
A lever 58 installed on the lifting bracket 50;
A device for measuring carbonation depth for safety diagnosis of reinforced concrete structures using core specimens.
Anchor plates 71 and 73 installed on the horizontal channels 30 and 32;
A hollow boss 72 (74) provided on the retaining plate 71 (73);
The engagement holes 51h and 52h formed in the parallel links 51 and 52;
A locking pin 70 inserted into the retaining holes 51h and 52h through the hollow bosses 72 and 74 to maintain the lifted position of the lifting bracket 50;
The depth measurement of carbonation depth for safety diagnosis of reinforced concrete structures using core specimens.
An arm (80) extending upward from a lower portion of the fixing bracket (40) and spaced apart from an end of the core specimen (20);
A vertical slot 81 formed in the arm 80;
A slider 82 inserted into the vertical slot 81 and slidable in the vertical direction;
A bolt coupling portion 83 formed at one end of the slider 82;
A nut 84 coupled with the bolt coupling portion 83;
A spherical coupling part 85 formed at the other end of the slider 82;
A ball joint 86 fitted in the spherical coupling part 85 and spherical to the spherical coupling part 85;
A rotary disk 87 installed on the ball joint 86 and supporting an end of the core specimen 20;
The depth measurement of carbonation depth for safety diagnosis of reinforced concrete structures using core specimens.
A pair of hanger bars 91 and 92 installed parallel to the legs 30a, 30b, 32a and 32b;
A water receiver (90) for receiving washing water (W1) falling from the core specimen (20);
V-bending portions 93 and 94 formed parallel to both edges of the water receiver 90 and engaged with the hanger bars 91 and 92;
A device for measuring carbonation depth for safety diagnosis of reinforced concrete structures using core specimens.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020160120607A KR101669616B1 (en) | 2016-09-21 | 2016-09-21 | Carbonation Depth Measurement Device for Safety Diagnosis of Reinforced Concrete Structure Using Core Test Piece |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020160120607A KR101669616B1 (en) | 2016-09-21 | 2016-09-21 | Carbonation Depth Measurement Device for Safety Diagnosis of Reinforced Concrete Structure Using Core Test Piece |
Publications (1)
Publication Number | Publication Date |
---|---|
KR101669616B1 true KR101669616B1 (en) | 2016-10-27 |
Family
ID=57247201
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020160120607A KR101669616B1 (en) | 2016-09-21 | 2016-09-21 | Carbonation Depth Measurement Device for Safety Diagnosis of Reinforced Concrete Structure Using Core Test Piece |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR101669616B1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR102157088B1 (en) * | 2020-04-22 | 2020-09-17 | (주)홍익기술단 | Concrete Carbonation Test Device for Structural Safety Diagnosis |
KR102273706B1 (en) | 2020-11-27 | 2021-07-06 | 주식회사 홍익기술단 | Measurement devices and methods for dry neutralization of concrete structures |
IT202000026705A1 (en) | 2020-11-09 | 2022-05-09 | Univ Politecnica Delle Marche | SYSTEM FOR MEASURING THE DEPTH OF CARBONATION AND/OR PENETRATION OF CHLORIDES IN BUILDING MATERIALS |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06312364A (en) * | 1993-04-27 | 1994-11-08 | Torai Eng Kk | Transfer device for concrete specimen |
JP2524082B2 (en) * | 1993-07-21 | 1996-08-14 | 伸和興業株式会社 | Concrete sample mold cleaning device and sample mold processing device equipped with this cleaning device |
JP2802030B2 (en) * | 1993-12-24 | 1998-09-21 | 伸和興業株式会社 | Cleaning equipment for molds for forming test specimens |
JP2002090280A (en) * | 2000-09-13 | 2002-03-27 | Marui:Kk | Apparent density-measuring instrument of concrete sample |
KR100564102B1 (en) | 2002-02-21 | 2006-03-24 | 이재용 | measuring method of neutralization in concrete by indicators |
KR100686495B1 (en) | 2005-12-19 | 2007-02-26 | 재단법인서울대학교산학협력재단 | Device for concrete carbonization |
KR101578756B1 (en) | 2015-08-11 | 2015-12-18 | (주)정우구조엔지니어링 | Apparatus for measuring depth of carbonation using smart phone |
-
2016
- 2016-09-21 KR KR1020160120607A patent/KR101669616B1/en active IP Right Grant
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06312364A (en) * | 1993-04-27 | 1994-11-08 | Torai Eng Kk | Transfer device for concrete specimen |
JP2524082B2 (en) * | 1993-07-21 | 1996-08-14 | 伸和興業株式会社 | Concrete sample mold cleaning device and sample mold processing device equipped with this cleaning device |
JP2802030B2 (en) * | 1993-12-24 | 1998-09-21 | 伸和興業株式会社 | Cleaning equipment for molds for forming test specimens |
JP2002090280A (en) * | 2000-09-13 | 2002-03-27 | Marui:Kk | Apparent density-measuring instrument of concrete sample |
KR100564102B1 (en) | 2002-02-21 | 2006-03-24 | 이재용 | measuring method of neutralization in concrete by indicators |
KR100686495B1 (en) | 2005-12-19 | 2007-02-26 | 재단법인서울대학교산학협력재단 | Device for concrete carbonization |
KR101578756B1 (en) | 2015-08-11 | 2015-12-18 | (주)정우구조엔지니어링 | Apparatus for measuring depth of carbonation using smart phone |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR102157088B1 (en) * | 2020-04-22 | 2020-09-17 | (주)홍익기술단 | Concrete Carbonation Test Device for Structural Safety Diagnosis |
IT202000026705A1 (en) | 2020-11-09 | 2022-05-09 | Univ Politecnica Delle Marche | SYSTEM FOR MEASURING THE DEPTH OF CARBONATION AND/OR PENETRATION OF CHLORIDES IN BUILDING MATERIALS |
KR102273706B1 (en) | 2020-11-27 | 2021-07-06 | 주식회사 홍익기술단 | Measurement devices and methods for dry neutralization of concrete structures |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR101669616B1 (en) | Carbonation Depth Measurement Device for Safety Diagnosis of Reinforced Concrete Structure Using Core Test Piece | |
KR101835265B1 (en) | apparatus for drilling on the ceil | |
US6305649B1 (en) | Retaining device | |
KR100711212B1 (en) | A disinfection apparatus a type of tunnel | |
JP6945068B2 (en) | Endoscopic reprocessor | |
KR101669614B1 (en) | Carbonation Depth Measurement Device for Safety Diagnosis of Reinforced Concrete Structure Using Belt | |
KR102273706B1 (en) | Measurement devices and methods for dry neutralization of concrete structures | |
JP5946947B1 (en) | Urinal unit for men's toilet | |
KR200422498Y1 (en) | a disinfection apparatus a type of tunnel | |
CN116222940A (en) | House anti-seismic detection device and method for building assessment | |
KR20170133644A (en) | Sanitary arrangement for urinal | |
KR102157088B1 (en) | Concrete Carbonation Test Device for Structural Safety Diagnosis | |
CN205966622U (en) | Travelling glass belt cleaning device | |
JP2006246972A (en) | Bathing apparatus having mechanism for preventing falling-off of stretcher | |
KR100934383B1 (en) | Cleaning method in front of urinal for men using gravity and shame-inducing effect | |
EP0937437A1 (en) | Floor-mounted device for the hygiene and brushing of footwear | |
JP3624352B2 (en) | Fire hose cleaning equipment | |
KR101781950B1 (en) | Sand removal equipment | |
KR101197519B1 (en) | A descending device for escape | |
CN108433750B (en) | Special medical treatment sampling analysis device of gynaecology and obstetrics | |
JP5793402B2 (en) | Drain pipe cleaning method for multi-storey buildings | |
CN117405661B (en) | Detection equipment and process for chemical agent for metal | |
KR101692843B1 (en) | A safety banister for evacuaton a fire | |
CN213431627U (en) | Convenient eye washer | |
KR101181986B1 (en) | golf ball magazine |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
A302 | Request for accelerated examination | ||
E701 | Decision to grant or registration of patent right | ||
GRNT | Written decision to grant | ||
FPAY | Annual fee payment |
Payment date: 20191022 Year of fee payment: 4 |