CN207277306U - A kind of inclinometer pipe reinforcement by connection structure - Google Patents
A kind of inclinometer pipe reinforcement by connection structure Download PDFInfo
- Publication number
- CN207277306U CN207277306U CN201721358450.3U CN201721358450U CN207277306U CN 207277306 U CN207277306 U CN 207277306U CN 201721358450 U CN201721358450 U CN 201721358450U CN 207277306 U CN207277306 U CN 207277306U
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- China
- Prior art keywords
- test tube
- connecting sleeve
- tube section
- inclinometer pipe
- connection structure
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Abstract
The utility model discloses a kind of inclinometer pipe reinforcement by connection structure, it is characterized in that adjacent test tube section docks to form connecting sewing, supporting setting connecting sleeve, connecting sleeve is sleeved on test tube section outer circumference surface, and be covered on connecting sewing, radially it is fixedly connected using flat head self tapping screw in the side wall of test tube section and connecting sleeve, the one circle iron sheet of winding in the periphery of connecting sleeve, it is locked using stainless steel hose clamp in the periphery of iron sheet, forms ruggedized construction.The utility model makes the junction of inclinometer pipe obtain reinforcement protection, can effectively improve inclinometer pipe after the completion of filling pile construction can normal use success rate.
Description
Technical field
It the utility model is related to a kind of inclinometer pipe reinforcement by connection mode.
Background technology
In Deep Foundation Ditch Construction of Metro, monitoring measurement is a very important content, and each monitoring project must reach
To the monitoring purpose of guiding construction, to ensure that Safety Construction of Deep Foundation Pit is stablized.Observation for fender post inner horizontal displacement is set
It is such a at present generally using polyvinyl chloride (PVC) plastics inclinometer pipe using by the way of the pre-buried inclinometer pipe of fender post on meter
Material is attached in interface generally use plastic bushing, and junction mass ratio is weaker, is lifted and is pacified in filling pile cage of reinforcement
Put, conduit installation, filling concrete and conduit are removed etc., and construction link is more easily damaged so that can not after causing inclinometer pipe pre-buried
Normal use.
Utility model content
The utility model is to avoid the deficiency present in the above-mentioned prior art, there is provided a kind of inexpensive, easy to operate
Inclinometer pipe reinforcement by connection structure.
The utility model adopts the following technical scheme that to solve the above problems：
The characteristics of the utility model inclinometer pipe reinforcement by connection structure is：Adjacent test tube section docks to form connecting sewing, matches somebody with somebody
Set sets connecting sleeve, and the connecting sleeve is sleeved on test tube section outer circumference surface, and is covered on connecting sewing, using tack certainly
Attack screw to be radially fixedly connected in the side wall of each test tube section and connecting sleeve, where the flat head self tapping screw
Iron sheet is enclosed on circumferential position, positioned at the periphery of connecting sleeve winding one, is locked using stainless steel hose clamp in the periphery of iron sheet,
Form ruggedized construction.
The characteristics of the utility model inclinometer pipe reinforcement by connection structure, lies also in：The stainless steel hose clamp is distributed in connecting sewing
Both sides, office is in two sections of adjacent test tube sections.
The utility model inclinometer pipe reinforcement by connection structure, it is characterized in that：The length for setting single-unit test tube section is 2m, connector sleeve
The length of pipe is 200mm, and connecting sewing is in the middle part of connecting sleeve, and the thickness of iron sheet is 2mm.
Compared with the prior art, the utility model has the beneficial effect that：
1st, the utility model can improve inclinometer pipe after the completion of filling pile construction can normal use success rate.
2nd, the utility model is inexpensive, easy to operate.
Brief description of the drawings
Fig. 1 is the utility model facade structures schematic diagram；
Fig. 2 is the utility model overlooking the structure diagram.
Figure label：1 connecting sleeve, flat head self tapping screw, 3 iron sheets, 4 stainless steel hose clamps, 5 test tube sections.
Embodiment
Referring to Fig. 1 and Fig. 2, inclinometer pipe reinforcement by connection structure is in the present embodiment：The adjacent docking of test tube section 5, which is formed, to be connected
Seam, supporting setting connecting sleeve 1, connecting sleeve 1 is sleeved on the outer circumference surface of test tube section 5, and is covered on connecting sewing, is made
Radially it is fixedly connected with flat head self tapping screw 2 in the side wall of each test tube section and connecting sleeve 1, in the connector sleeve 2
Periphery winding one circle iron sheet 3, be locked using stainless steel hose clamp 4 in the periphery of iron sheet 3, formed ruggedized construction.
In specific implementation, stainless steel hose clamp 4 is distributed in the both sides of connecting sewing, and office is in two sections of adjacent test tube sections 5；
The length for setting single-unit test tube section is 2m, and the length of connecting sleeve 1 is 200mm, and connecting sewing is in the middle part of connecting sleeve 1, iron
The thickness of skin is 2mm, and the flat head self tapping screw 2 shown in Fig. 2 is distributed in test tube section periphery in " ten " word, and at adjacent two sections
Respectively set in test tube section one week, reinforced with ensureing that connecting sleeve 1 is connected with adjacent test tube section.
After each section of test tube section is in reinforcement connection using type of attachment in the present embodiment, consolidate with drilled pile reinforcing cage
It is fixed, it is hung together in tripping in stake holes with steel reinforcement cage, complete the arrangement of inclinometer pipe.Due to sound construction, in bored concrete pile reinforcing bar
It is not easy to be destroyed in the construction links such as cage lifting placement, conduit installation, filling concrete and conduit dismounting, deviational survey is effectively ensured
Manage it is pre-buried after can normal use.
Claims (3)
1. a kind of inclinometer pipe reinforcement by connection structure, it is characterized in that：Adjacent test tube section (5) docking forms connecting sewing, with being arranged
Connecting sleeve (1) is put, the connecting sleeve (1) is sleeved on test tube section (5) outer circumference surface, and is covered on connecting sewing, is used
Flat head self tapping screw (2) is radially fixedly connected in the side wall of test tube section (5) and connecting sleeve (1), in the connection
The one circle iron sheet (3) of periphery winding of casing (1), is locked in the periphery of iron sheet (3) using stainless steel hose clamp (4), is formed and added
Fixing structure.
2. inclinometer pipe reinforcement by connection structure according to claim 1, it is characterized in that：The stainless steel hose clamp (4) is distributed in
The both sides of connecting sewing, office is in two sections of adjacent test tube sections.
3. inclinometer pipe reinforcement by connection structure according to claim 1, it is characterized in that：Set single-unit test tube section length be
2m, the length of connecting sleeve (1) is 200mm, and connecting sewing is in the middle part of connecting sleeve (1), and the thickness of iron sheet is 2mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721358450.3U CN207277306U (en) | 2017-10-20 | 2017-10-20 | A kind of inclinometer pipe reinforcement by connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721358450.3U CN207277306U (en) | 2017-10-20 | 2017-10-20 | A kind of inclinometer pipe reinforcement by connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207277306U true CN207277306U (en) | 2018-04-27 |
Family
ID=61979747
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721358450.3U Active CN207277306U (en) | 2017-10-20 | 2017-10-20 | A kind of inclinometer pipe reinforcement by connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207277306U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111980080A (en) * | 2020-08-29 | 2020-11-24 | 陕西工业职业技术学院 | A deviational survey tubular construction for geotechnical engineering detects |
-
2017
- 2017-10-20 CN CN201721358450.3U patent/CN207277306U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111980080A (en) * | 2020-08-29 | 2020-11-24 | 陕西工业职业技术学院 | A deviational survey tubular construction for geotechnical engineering detects |
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| GR01 | Patent grant | ||
| GR01 | Patent grant |