CN206616939U - Water pressure test protecting wall - Google Patents
Water pressure test protecting wall Download PDFInfo
- Publication number
- CN206616939U CN206616939U CN201720227244.2U CN201720227244U CN206616939U CN 206616939 U CN206616939 U CN 206616939U CN 201720227244 U CN201720227244 U CN 201720227244U CN 206616939 U CN206616939 U CN 206616939U
- Authority
- CN
- China
- Prior art keywords
- steel
- water pressure
- pressure test
- angle bar
- wall body
- 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- Withdrawn - After Issue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 protecting wall, brick wall body including being arranged at hydrostatic test device periphery, plank is installed with the inside of the brick wall body, outside spacers are provided with multiple vertical steel columns, 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 lower lateral channel-section steel and upper lateral channel-section steel lateral surface, welded with upper lateral angle bar the inner of steel bridging rod member, multiple steel connecting rods through its wall are interval with the bottom of brick wall body, welded with lower lateral angle bar the inner of steel connecting rod, welded with the vertical steel column outer end of steel connecting rod, plank is arranged between lower lateral angle bar and upper lateral angle bar.Water pressure test protecting wall of the present utility model, it is simple in construction and very firm, it can effectively stop the current of water pressure test ejection and more huge impact accidental in the water pressure test can be prevented, 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 protecting wall.
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 protecting wall, simple in construction and very firm, can be effective
Stop the current that the water pressure test sprays, shock absorbing, it is to avoid brick wall body is damaged, and can prevent in the water pressure test it is accidental more
For huge impact, it can also protect and be broken by extraneous living-article or hanging device, service life is long.
To achieve the above object, the utility model is adopted the following technical scheme that：
A kind of water pressure test protecting wall, including the brick wall body of hydrostatic test device periphery is arranged at, the brick wall body
It is the walls concrete layer for being embedded in underground below, plank is installed with the inside of brick wall body, between the outside of brick wall body
It is welded on every the lower end provided with multiple vertical steel columns, the vertical steel column on steel built-in fitting, the steel built-in fitting is embedded in
In built-in fitting concrete block, the built-in fitting concrete block is structure as a whole with walls concrete layer, and adjacent two are vertical
Lower lateral channel-section steel and upper lateral channel-section steel are at least welded between steel column, shoulder guard is welded in the lower lateral channel-section steel and upper lateral
On channel-section steel lateral surface, multiple steel bridging rod members are interval with the top of the brick wall body, steel bridges the outer end of rod member
Welded with the vertical steel column, the inner of steel bridging rod member is welded with upper lateral angle bar, between the bottom of the brick wall body
Welded every the inner and lower lateral angle bar provided with multiple steel connecting rods through its wall, the steel connecting rod, steel
The outer end of connecting rod processed is welded with the vertical steel column, the bending edge of the lower lateral angle bar upward, the upper lateral angle bar
Bending edge down, the plank is arranged between lower lateral angle bar and upper lateral angle bar.
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, and the thickness of the shoulder guard is 4mm, the wood
The thickness of plate is 40mm.
On the brick wall body be provided with least one steel casement door, the thickness of steel door-plate used in the steel casement door be more than or
Equal to 10mm.
Gutter is provided between the brick wall body and hydrostatic test device.
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, the water pressure test protecting wall of this structure, each steel component firmly weld to be formed one it is whole
Body, it is simple in construction and very firm；The plank of inner side can effectively stop the water pressure test spray current, shock absorbing,
Avoid brick wall body damaged, and because being arranged between lower lateral angle bar and upper lateral angle bar, have left ground, thus will not
Slowly corroded by damp ground；The shoulder guard in outside can prevent more huge impact accidental in the water pressure test,
Brick wall body can be protected to be broken by extraneous living-article or hanging device, shoulder guard be arranged on outside completely with the moist ring in inner side
Border isolates, and can effectively prevent its corrosion, increase 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 protecting wall has the effect of stronger apparatus with shock absorbing, so, it is sufficient that thickness of the shoulder guard is 4mm, greatly
Save steel greatly.
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.
Embodiment
In order that the technical solution of the utility model becomes apparent from, below in conjunction with accompanying drawing 1 to 4, 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 protecting wall, including is arranged at the brick wall body of the periphery of hydrostatic test device 0
1, it is the walls concrete layer 2 for being embedded in underground below the brick wall body 1, plank 4 is installed with the inner side of brick wall body 1,
Multiple vertical steel columns 5 are provided with the outside spacers of brick wall body 1, the lower end of the vertical steel column 5 is welded on steel built-in fitting 51
On, the steel built-in fitting 51 is embedded in built-in fitting concrete block 2 ', and the built-in fitting concrete block 2 ' is mixed with the wall
Solidifying soil layer 2 is structure as a whole, and lower lateral channel-section steel 6 and upper lateral channel-section steel 6 ' are at least welded between two adjacent vertical steel columns 5, is prevented
Shield steel plate 7 is welded on the lower lateral channel-section steel 6 and the lateral surface of upper lateral channel-section steel 6 ', at the top interval of the brick wall body 1
Rod member 8 is bridged provided with multiple steels, the outer end of steel bridging rod member 8 is welded with the vertical steel column 5, steel bridging rod member 8
It is inner to be welded with upper lateral angle bar 9 ', multiple steels through its wall are interval with the bottom of the brick wall body 1 and are connected
Rod member 8 ', the inner of the steel connecting rod 8 ' is welded with lower lateral angle bar 9, and the outer end of steel connecting rod 8 ' is erected with described
Straight steel column 5 is welded, the bending edge of the lower lateral angle bar 9 upward, the bending edge of the upper lateral angle bar 9 ' down, the plank
4 are arranged between lower lateral angle bar 9 and upper lateral angle bar 9 '.
Preferably, walls concrete bed course 3 is arranged below in walls concrete layer 2, in the built-in fitting coagulation
Built-in fitting concrete cushion 3 ' is arranged below in soil block 2 ', and the built-in fitting concrete cushion 3 ' is one with walls concrete bed course 3
Body structure.The plank 4 is the plank 4 Jing Guo preservative treatment, and the method for anticorrosion treatment of plank is a lot, for example《A kind of timber or
The method of bamboo wood preservative treatment》Patent No. 201010198344.X.Preferably, the thickness of the brick wall body 1 is 240mm,
Highly it is 2000mm；The thickness of the shoulder guard 7 is 4mm；The thickness of the plank 4 is 40mm.For easy access, in institute
Brick wall body 1 is stated provided with least one steel casement door 10, the thickness of steel door-plate is more than or equal to used in the steel casement door 10
10mm.For draining, gutter 11 is provided between the brick wall body 1 and hydrostatic test device 0, the water in gutter flows into storage
Pond, may be reused by filtration, purification.
In actual applications, the water pressure test protecting wall can surround rectangle, can also surround circular or other shapes
Shape；When having wall around hydrostatic test device 0, can also accordingly it be transformed using existing wall.
Claims (6)
1. a kind of water pressure test protecting wall, including it is arranged at hydrostatic test device（0）The brick wall body of periphery（1）, the masonry walls
Body（1）Below be embedded in underground walls concrete layer（2）, it is characterised in that：In brick wall body（1）Inner side be installed with
Plank（4）, in brick wall body（1）Outside spacers be provided with multiple vertical steel columns（5）, the vertical steel column（5）Lower end welding
In steel built-in fitting（51）On, the steel built-in fitting（51）It is embedded in built-in fitting concrete block（2’）Interior, the built-in fitting is mixed
Solidifying soil block（2’）With walls concrete layer（2）It is structure as a whole, two adjacent vertical steel columns（5）Between be at least welded with down
Portion's translot 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 brick wall 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 institute
State brick wall body（1）Bottom be interval with 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, institute
State lower lateral angle bar（9）Bending edge upward, 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 protecting wall according to claim 1, it is characterised in that：In walls concrete layer（2）Below
Provided with walls concrete bed course（3）, in the built-in fitting concrete block（2’）Built-in fitting concrete cushion is arranged below（3’）, institute
State built-in fitting concrete cushion（3’）With walls concrete bed course（3）It is structure as a whole.
3. water pressure test protecting wall according to claim 1, it is characterised in that：；The plank（4）To pass through preservative treatment
Plank（4）.
4. the water pressure test protecting wall according to any claim in claims 1 to 3, it is characterised in that：It is described brick
Wall（1）Thickness be 240mm, be highly 2000mm；The shoulder guard（7）Thickness be 4mm；The plank（4）Thickness
Spend for 40mm.
5. the water pressure test protecting wall according to any claim in claims 1 to 3, it is characterised in that：In the brick
Build a wall body（1）It is provided with least one steel casement door（10）, the steel casement door（10）The thickness of used steel door-plate is more than or equal to
10mm。
6. the water pressure test protecting wall according to any claim in claims 1 to 3, it is characterised in that：In the brick
Build a wall body（1）With hydrostatic test device（0）Between be provided with gutter（11）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720227244.2U CN206616939U (en) | 2017-03-09 | 2017-03-09 | Water pressure test protecting wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720227244.2U CN206616939U (en) | 2017-03-09 | 2017-03-09 | Water pressure test protecting wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206616939U true CN206616939U (en) | 2017-11-07 |
Family
ID=60232128
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720227244.2U Withdrawn - After Issue CN206616939U (en) | 2017-03-09 | 2017-03-09 | Water pressure test protecting wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206616939U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106884572A (en) * | 2017-03-09 | 2017-06-23 | 中国联合工程公司 | Water pressure test protecting wall |
-
2017
- 2017-03-09 CN CN201720227244.2U patent/CN206616939U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106884572A (en) * | 2017-03-09 | 2017-06-23 | 中国联合工程公司 | Water pressure test protecting wall |
| CN106884572B (en) * | 2017-03-09 | 2022-05-27 | 中国联合工程有限公司 | Hydraulic test protective wall |
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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 | ||
| 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: United Engineers Ltd in China Address before: The city of Hangzhou city of Zhejiang Province, 310022 Stonebridge Road No. 338 Patentee before: China Lianhe Engineering Co., Ltd., China |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20171107 Effective date of abandoning: 20220527 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20171107 Effective date of abandoning: 20220527 |