CN206593812U - Water pressure test guard system - Google Patents
Water pressure test guard system Download PDFInfo
- Publication number
- CN206593812U CN206593812U CN201720227240.4U CN201720227240U CN206593812U CN 206593812 U CN206593812 U CN 206593812U CN 201720227240 U CN201720227240 U CN 201720227240U CN 206593812 U CN206593812 U CN 206593812U
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- CN
- China
- Prior art keywords
- steel
- wall body
- isolation
- brick wall
- water pressure
- 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.)
- Withdrawn - After Issue
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Abstract
The utility model discloses a kind of water pressure test guard system, including being arranged at first, the brick wall body of second hydrostatic test device periphery, and isolating and protecting wall, plank is installed with the inside of brick wall body, multiple vertical steel columns are provided with the outside spacers of brick wall body, lower lateral channel-section steel and upper lateral channel-section steel are at least welded between two adjacent vertical steel columns, shoulder guard is welded on the lower lateral channel-section steel and upper lateral channel-section steel lateral surface, multiple steel bridging rod members are interval with the top of the brick wall body, the plank is arranged between lower lateral angle bar and upper lateral angle bar.The purpose of this utility model is to provide a kind of water pressure test guard system, it is simple in construction and very firm, the plank of inner side can effectively stop the current that the water pressure test sprays, shock absorbing, avoid brick wall body damaged, and more huge impact accidental in the water pressure test can be prevented, brick wall body can also be protected to be broken by extraneous living-article or hanging device, service life is long.
Description
Technical field
The utility model is related to the protective equipment of hydrostatic test, especially a kind of water pressure test guard system.
Background technology
The water pressure test is applied than wide in the industrial production, for example, boiler valve, pressure piping etc. some in high pressure
, it is necessary to examine whether it has leakage under high pressure through the water pressure test after the completion of the part of lower work is processed.Applicant has obtained
The utility model patent of the Patent No. 201520544010.1 of mandate, discloses one kind《Boiler valve hydrostatic test is filled
Put》.
There is very big danger in the water pressure test.Because hydraulic pressure is larger（Generally 0.3-0.8MPa）If be tested
Part is leaked, and High-Pressure Water will be sprayed at crack.For the safety of periphery personnel, this was accomplished by hydrostatic test week
Setting protecting wall is enclosed, the High-Pressure Water sprayed to block from crack.
Utility model content
The purpose of this utility model is to provide a kind of water pressure test guard system, simple in construction and very firm, inner side
The plank can effectively stop the current that the water pressure test sprays, shock absorbing, it is to avoid brick wall body is damaged, and can pre- waterproof
Accidental more huge impact in pressure experiment, can also protect brick wall body to be broken by extraneous living-article or hanging device, make
Use long lifespan.
To achieve the above object, the utility model is adopted the following technical scheme that：
A kind of water pressure test guard system, including be arranged at first, second hydrostatic test device periphery brick wall body and
It is arranged at below the isolating and protecting wall between the first, second hydrostatic test device, the brick wall body to be embedded in ground
Under walls concrete layer, be the isolating and protecting wall concrete layer for being embedded in underground below the isolating and protecting wall, brick
Plank is installed with the inside of wall, multiple vertical steel columns, the lower end of the vertical steel column are provided with the outside spacers of brick wall body
Be welded on steel built-in fitting, the steel built-in fitting is embedded in built-in fitting concrete block, the built-in fitting concrete block with
The walls concrete layer is structure as a whole, and lower lateral channel-section steel and top translot are at least welded between two adjacent vertical steel columns
Steel, shoulder guard is welded on the lower lateral channel-section steel and upper lateral channel-section steel lateral surface, at the top interval of the brick wall body
Rod member is bridged provided with multiple steels, outer end and the vertical steel column of steel bridging rod member are welded, and steel bridges the inner of rod member
Welded with upper lateral angle bar, multiple steel connecting rods through its wall, institute are interval with the bottom of the brick wall body
The inner and lower lateral angle bar for stating steel connecting rod are welded, and the outer end of steel connecting rod is welded with the vertical steel column, institute
State the bending edge of lower lateral angle bar upward, down, the plank is arranged in lower lateral angle bar to the bending edge of the upper lateral angle bar
Between upper lateral angle bar.
The isolating and protecting wall includes the first brick wall body and the second brick wall body, in first brick wall body and second
It is interval between multiple vertical steel columns of isolation, the two adjacent vertical steel columns of isolation and is welded with down in gap between brick wall body
Portion isolates translot steel and upper isolation translot steel, the side welding isolation of lower isolation translot steel and upper isolation translot steel
Shoulder guard, multiple steel isolation bridging rod members, steel are interval with across the top of the first brick wall body and the second brick wall body
The middle part of system isolation bridging rod member isolates vertical steel column welding with described, and the left and right ends of steel isolation bridging rod member are welded with
Upper isolation cross level angle iron, multiple steel through two wall are interval with the bottom of the first brick wall body and the second brick wall body
System isolation connecting rod, the two ends of the steel isolation connecting rod are welded with lower isolation cross level angle iron, and each steel isolation connects
The middle part of extension bar part is horizontal through vertical steel column and the vertical steel column welding of isolation corresponding with this, the lower isolation is isolated accordingly
Upward, down, the lower isolation cross level angle iron of the left and right sides is bent the bending edge of the upper isolation cross level angle iron bending edge of angle bar
Isolation plank is arranged between side, upper isolation cross level angle iron bending edge.
Walls concrete bed course is arranged below in walls concrete layer, is arranged below in the built-in fitting concrete block
Built-in fitting concrete cushion, the built-in fitting concrete cushion is structure as a whole with walls concrete bed course.
The plank is the plank Jing Guo preservative treatment.
The thickness of the brick wall body is 240mm, is highly 2000mm；The thickness of the shoulder guard is 4mm；The wood
The thickness of plate is 40mm.
Steel casement door is equipped with the left and right sides of the brick wall body, the thickness of steel door-plate is more than used in the steel casement door
Or equal to 10mm.
Gutter is provided with the inside of the brick wall body.
Isolating and protecting wall concrete cushion is arranged below in the isolating and protecting wall concrete layer.
The isolation plank is the isolation plank Jing Guo preservative treatment.
The thickness of first brick wall body and the second brick wall body is 240mm, is highly 2000mm；The isolation
The thickness of shoulder guard is 4mm；The thickness of the isolation plank is 40mm.
The beneficial effects of the utility model are compared with prior art：Due to using above-mentioned technical proposal, in brick wall body
Inner side be installed with plank, the plank is arranged between lower lateral angle bar and upper lateral angle bar, the lower end of the vertical steel column
It is welded on steel built-in fitting, lower lateral channel-section steel and upper lateral channel-section steel is at least welded between two adjacent vertical steel columns, protects
Steel plate is welded on the lower lateral channel-section steel and upper lateral channel-section steel lateral surface, the outer end of steel bridging rod member and the vertical steel column
Welding, the inner of steel bridging rod member is welded with upper lateral angle bar, and multiple pass through is interval with the bottom of the brick wall body
The steel connecting rod of its wall, the inner and the lower lateral angle bar of the steel connecting rod are welded, outside steel connecting rod
End is welded with the vertical steel column, and the water pressure test guard system of this structure, each steel component firmly welds to form one
It is overall, it is simple in construction and very firm；The plank of inner side can effectively stop the current that the water pressure test sprays, buffering punching
Hit, it is to avoid brick wall body is damaged, and because being arranged between lower lateral angle bar and upper lateral angle bar, have left ground, thus
Will not slowly it be corroded by damp ground；The shoulder guard in outside can prevent accidental in the water pressure test more huge rush
Hit, brick wall body can also be protected to be broken by extraneous living-article or hanging device, shoulder guard be arranged on outside completely with inner side
Wet environment is isolated, and can effectively be prevented its corrosion, be increased the service life.
Further beneficial effect is：Walls concrete bed course is arranged below in walls concrete layer, described pre-
Built-in fitting concrete cushion is arranged below in embedded part concrete block, and this structure can make it that the basis of brick wall body is more firm.Institute
Plank is stated for plank Jing Guo preservative treatment, so can preferably waterproof, prevent rotten.Because the hydraulic pressure of this composite construction is tried
Testing guard system has the effect of stronger apparatus with shock absorbing, so, it is sufficient that thickness of the shoulder guard is 4mm,
Greatly save steel.
The isolating and protecting wall includes the first brick wall body and the second brick wall body, in first brick wall body and second
Isolating and protecting steel plate is provided with gap between brick wall body, across the top interval of the first brick wall body and the second brick wall body
Provided with multiple steels isolation bridging rod member, the middle part of steel isolation bridging rod member isolates the welding of vertical steel column with described, steel every
Left and right ends from bridging rod member are welded with upper isolation cross level angle iron, in the bottom of the first brick wall body and the second brick wall body
It is interval with multiple steels through two wall and isolates connecting rod, the two ends of the steel isolation connecting rod is welded with
Lower isolation cross level angle iron, the middle part of each steel isolation connecting rod is passed through isolates vertical steel column and isolation corresponding with this accordingly
Vertical steel column welding, upward, the bending edge of the upper isolation cross level angle iron is down, left for the bending edge of the lower isolation cross level angle iron
Isolation plank, this knot are arranged between the lower isolation cross level angle iron bending edges of right both sides, upper isolation cross level angle iron bending edge
The beneficial effect of structure is substantially same as above, repeats no more.Especially, the protecting wall of this structure, in first masonry walls
Isolating and protecting steel plate is provided with gap between body and the second brick wall body, the water pressure test is sprayed not influenceing two sides effectively to stop
While the current gone out, more huge impact accidental in the water pressure test can also be prevented, it is to avoid dangerous, it is safer.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is Fig. 1 cutaway enlarged detail of the A portions at middle part；
Fig. 3 is Fig. 2 A1-A1 to cut-away illustration；
Fig. 4 is Fig. 2 A2-A2 to cut-away illustration；
Fig. 5 is Fig. 1 cutaway enlarged detail of the B portions at middle part；
Fig. 6 is Fig. 5 B1-B1 to cut-away illustration.
Embodiment
In order that the technical solution of the utility model becomes apparent from, below in conjunction with accompanying drawing 1 to 6, the utility model is carried out
Describe in detail.It should be appreciated that the embodiment described in this specification is just for the sake of explaining the utility model, and
Be not configured to limit protection domain of the present utility model.
The utility model is a kind of water pressure test guard system, including is arranged at the first hydrostatic test device 0, the second hydraulic pressure
The brick wall body 1 of the periphery of experimental provision 0 ' and the isolating and protecting wall being arranged between the first, second hydrostatic test device,
It is the walls concrete layer 2 for being embedded in underground below the brick wall body 1, to be embedded in ground below the isolating and protecting wall
Under isolating and protecting wall concrete layer 02, be installed with plank 4 in the inner side of brick wall body 1, set in the outside spacers of brick wall body 1
There are multiple vertical steel columns 5, the lower end of the vertical steel column 5 is welded on steel built-in fitting 51, the steel built-in fitting 51 is buried
In built-in fitting concrete block 2 ', the built-in fitting concrete block 2 ' is structure as a whole with walls concrete layer 2, adjacent
Lower lateral channel-section steel 6 and upper lateral channel-section steel 6 ' are at least welded between two vertical steel columns 5, shoulder guard 7 is welded in the lower lateral
On channel-section steel 6 and the lateral surface of upper lateral channel-section steel 6 ', multiple steel bridging rod members 8, steel are interval with the top of the brick wall body 1
The outer end of system bridging rod member 8 is welded with the vertical steel column 5, and the inner of steel bridging rod member 8 is welded with upper lateral angle bar 9 ',
The bottom of the brick wall body 1 is interval with multiple steel connecting rods 8 ' through its wall, the steel connecting rod 8 '
The inner welded with lower lateral angle bar 9, the outer end of steel connecting rod 8 ' is welded with the vertical steel column 5, the bottom cross level angle
Upward, down, the plank 4 is arranged in lower lateral angle bar 9 and top to the bending edge of the upper lateral angle bar 9 ' to the bending edge of iron 9
Between cross level angle iron 9 '.The isolating and protecting wall includes the first brick wall body 01 and the second brick wall body 01 ', brick described first
Multiple vertical steel columns 05 of isolation are interval with gap between the brick wall body 01 ' of wall 01 and second, two adjacent isolation are perpendicular
Lower isolation translot steel 06 and upper isolation translot steel 06 ', lower isolation translot steel 06 and top are welded between straight steel column 05
The isolating and protecting steel plate 07 is welded in the side for isolating translot steel 06 ', across the first brick wall body 01 and the second brick wall body 01 '
Top be interval with multiple steels isolation bridging rod members 08, the middle part of steel isolation bridging rod member 08 isolates vertical steel with described
Post 05 is welded, and the left and right ends of steel isolation bridging rod member 08 are welded with upper isolation cross level angle iron 09 ', in the first brick wall body
01 and second the bottom of brick wall body 01 ' be interval with multiple steels through two wall and isolate connecting rods 08 ', the steel
The two ends of system isolation connecting rod 08 ' are welded with the middle part of lower isolation cross level angle iron 09, each steel isolation connecting rod 8 ' and worn
After isolating vertical steel column 05 accordingly and the vertical steel column 05 of isolation corresponding with this is welded, the lower isolation cross level angle iron 09 it is curved
Flanging upward, the bending edge of the upper isolation cross level angle iron 09 ' down, the bending edge of lower isolation cross level angle iron 09 of the left and right sides,
Isolation plank 04 is arranged between the bending edge of upper isolation cross level angle iron 09 '.Preferably, under walls concrete layer 2
Face is provided with walls concrete bed course 3, and built-in fitting concrete cushion 3 ' is arranged below in the built-in fitting concrete block 2 ', described pre-
Embedded part concrete cushion 3 ' is structure as a whole with walls concrete bed course 3：The plank 4 is the plank 4 Jing Guo preservative treatment, wood
The method for anticorrosion treatment of plate is a lot, for example《A kind of method of timber or bamboo wood preservative treatment》Patent No. 201010198344.X.
The thickness of the brick wall body 1 is 240mm, is highly 2000mm；The thickness of the shoulder guard 7 is 4mm；The plank 4
Thickness is 40mm；Steel casement door 10 is equipped with the left and right sides of the brick wall body 1, steel door-plate used in the steel casement door 10
Thickness is more than or equal to 10mm；Gutter 11 is provided with the inner side of brick wall body 1；Under the isolating and protecting wall concrete layer 02
Face is provided with isolating and protecting wall concrete cushion 03；The isolation plank 04 is the isolation plank 04 Jing Guo preservative treatment；Described
The thickness of one brick wall body 01 and the second brick wall body 01 ' is 240mm, is highly 2000mm；The isolating and protecting steel plate
07 thickness is 4mm；The thickness of the isolation plank 04 is 40mm.
In actual applications, when having factory building wall around the water pressure test guard system, it can also utilize existing
Wall is transformed accordingly.
Claims (10)
1. a kind of water pressure test guard system, it is characterised in that：Including being arranged at first, second hydrostatic test device（0、0’）Outside
The brick wall body enclosed（1）And it is arranged at the first, second hydrostatic test device（0、0’）Between isolating and protecting wall, it is described
Brick wall body（1）Below be embedded in underground walls concrete layer（2）, to be embedded in ground below the isolating and protecting wall
Under isolating and protecting wall concrete layer（02）, in brick wall body（1）Inner side be installed with plank（4）, in brick wall body（1）It is outer
Side is interval with multiple vertical steel columns（5）, the vertical steel column（5）Lower end be welded on steel built-in fitting（51）On, the steel
Built-in fitting processed（51）It is embedded in built-in fitting concrete block（2’）It is interior, the built-in fitting concrete block（2’）With the walls concrete
Layer（2）It is structure as a whole, two adjacent vertical steel columns（5）Between be at least welded with lower lateral channel-section steel（6）With upper lateral channel-section steel
（6’）, shoulder guard（7）It is welded in the lower lateral channel-section steel（6）With upper lateral channel-section steel（6’）On lateral surface, in the masonry walls
Body（1）Top be interval with multiple steels bridging rod members（8）, steel bridging rod member（8）Outer end and the vertical steel column（5）
Welding, steel bridging rod member（8）The inner with upper lateral angle bar（9’）Welding, in the brick wall body（1）Bottom interval set
There are multiple steel connecting rods through its wall（8’）, the steel connecting rod（8’）The inner with lower lateral angle bar（9）
Welding, steel connecting rod（8’）Outer end and the vertical steel column（5）Welding, the lower lateral angle bar（9）Bending edge court
On, the upper lateral angle bar（9’）Bending edge down, the plank（4）It is arranged in lower lateral angle bar（9）With upper lateral angle bar
（9’）Between.
2. water pressure test guard system according to claim 1, it is characterised in that：The isolating and protecting wall includes the first brick
Build a wall body（01）With the second brick wall body（01’）, in first brick wall body（01）With the second brick wall body（01’）Between
Multiple vertical steel columns of isolation are interval with gap（05）, the vertical steel columns of adjacent two isolation（05）Between be welded with lower isolation
Translot steel（06）With upper isolation translot steel（06’）, lower isolation translot steel（06）With upper isolation translot steel（06’）Side
Weld the isolating and protecting steel plate（07）, across the first brick wall body（01）With the second brick wall body（01’）Top interval set
There are multiple steel isolation bridging rod members（08）, steel isolation bridging rod member（08）Middle part isolate vertical steel column with described（05）Weldering
Connect, steel isolation bridging rod member（08）Left and right ends be welded with upper isolation cross level angle iron（09’）, in the first brick wall body
（01）With the second brick wall body（01’）Bottom be interval with multiple steels through two wall and isolate connecting rods（08’）,
The steel isolates connecting rod（08’）Two ends be welded with lower isolation cross level angle iron（09）, each steel isolation connecting rod
（8’）Middle part through isolating vertical steel column accordingly（05）And vertical steel column of isolation corresponding with this（05）Welding, the bottom
Isolate cross level angle iron（09）Bending edge upward, the upper isolation cross level angle iron（09’）Bending edge down, the bottom of the left and right sides
Isolate cross level angle iron（09）Bending edge, upper isolation cross level angle iron（09’）Isolation plank is arranged between bending edge（04）.
3. water pressure test guard system according to claim 1, it is characterised in that：In walls concrete layer（2）Under
Face is provided with walls concrete bed course（3）, in the built-in fitting concrete block（2’）Built-in fitting concrete cushion is arranged below（3’）,
The built-in fitting concrete cushion（3’）With walls concrete bed course（3）It is structure as a whole.
4. water pressure test guard system according to claim 1, it is characterised in that：The plank（4）For by anti-corrosion
The plank of reason（4）.
5. water pressure test guard system according to claim 1, it is characterised in that：The brick wall body（1）Thickness be
240mm, is highly 2000mm；The shoulder guard（7）Thickness be 4mm；The plank（4）Thickness be 40mm.
6. water pressure test guard system according to claim 1, it is characterised in that：In the brick wall body（1）Left and right
Both sides are equipped with steel casement door（10）, the steel casement door（10）The thickness of used steel door-plate is more than or equal to 10mm.
7. water pressure test guard system according to claim 1, it is characterised in that：In the brick wall body（1）Inner side is set
There is gutter（11）.
8. water pressure test guard system according to claim 2, it is characterised in that：The isolating and protecting wall concrete layer
（02）Isolating and protecting wall concrete cushion is arranged below（03）.
9. water pressure test guard system according to claim 2, it is characterised in that：The isolation plank（04）For by anti-
The isolation plank of corruption processing（04）.
10. water pressure test guard system according to claim 2, it is characterised in that：First brick wall body（01）With
Second brick wall body（01’）Thickness be 240mm, be highly 2000mm；The isolating and protecting steel plate（07）Thickness be
4mm；The isolation plank（04）Thickness be 40mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720227240.4U CN206593812U (en) | 2017-03-09 | 2017-03-09 | Water pressure test guard system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720227240.4U CN206593812U (en) | 2017-03-09 | 2017-03-09 | Water pressure test guard system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206593812U true CN206593812U (en) | 2017-10-27 |
Family
ID=60123355
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720227240.4U Withdrawn - After Issue CN206593812U (en) | 2017-03-09 | 2017-03-09 | Water pressure test guard system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206593812U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106840545A (en) * | 2017-03-09 | 2017-06-13 | 中国联合工程公司 | Water pressure test guard system |
-
2017
- 2017-03-09 CN CN201720227240.4U patent/CN206593812U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106840545A (en) * | 2017-03-09 | 2017-06-13 | 中国联合工程公司 | Water pressure test guard system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: The city of Hangzhou city of Zhejiang Province, 310022 Stonebridge Road No. 338 Patentee after: CHINA UNITED ENGINEERING Corp.,Ltd. Address before: The city of Hangzhou city of Zhejiang Province, 310022 Stonebridge Road No. 338 Patentee before: CHINA UNITED ENGINEERING Corp. |
|
| CP01 | Change in the name or title of a patent holder | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20171027 Effective date of abandoning: 20230623 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20171027 Effective date of abandoning: 20230623 |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |