CN206888030U - Load box with flow-guiding structure - Google Patents
Load box with flow-guiding structure Download PDFInfo
- Publication number
- CN206888030U CN206888030U CN201720628159.7U CN201720628159U CN206888030U CN 206888030 U CN206888030 U CN 206888030U CN 201720628159 U CN201720628159 U CN 201720628159U CN 206888030 U CN206888030 U CN 206888030U
- Authority
- CN
- China
- Prior art keywords
- baffle
- support
- filler
- load box
- ring
- 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.)
- Expired - Fee Related
Links
- 239000000945 filler Substances 0.000 claims abstract description 22
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 238000001727 in vivo Methods 0.000 claims description 2
- 238000001514 detection method Methods 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 abstract 1
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000005429 filling process Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of load box with flow-guiding structure, it is characterized in that：Including load cassette and baffle, baffle is inverted coniform, and its upper end has opening, and is installed on load box, it is characterized in that：Also include support ring, support column and support bar；The support ring in the baffle, and coaxial with baffle and support ring outer wall be bonded with the inwall of baffle against；The support column is coaxially disposed in baffle with baffle；The support bar is provided with multiple, and one end of each support bar is connected to support ring, other end connection support column；Filler is filled with the baffle, the intensity of the filler is more than the intensity of pile body, and technique effect is：Support ring, support column and support bar are set in baffle, is then further filled with filler, so that the structural strength of filler is effectively lifted, the face for avoiding filler from being contacted with baffle produces broken situation, improves the accuracy of detection.
Description
Technical field
It the utility model is related to a kind of load box with flow-guiding structure.
Background technology
At present, load box can be typically installed in pile body during stake is filled, for the detection of bearing capacity of pile foundation, but by
It is horizontally disposed in load box bottom surface, in pile filling process, the problem of pile bottom sediment is trapped in load box bottom is easily caused,
The accuracy of bearing capacity of pile foundation detection is have impact on, or even influences whether the quality of concreting of pile body.
In the prior art, Publication No. CN201138257 patent document discloses a kind of load box with flow-guiding structure,
Its technical scheme is：With load cassette, it is characterised in that：The back taper water conservancy diversion of making in conjunction is provided with below the load cassette
Body, filler of the baffle inside filling strength character not less than experiment strength of the mixing pile.In the technical scheme, due to lotus
Box is carried in pressurized expansion, pile body can produce huge extruding force to baffle, even if the strength character of filler is higher than experiment
The contact surface of the intensity of pile body, filler and baffle still can there is a situation where to crush, and produce false displacement, influence detection
Accuracy.
Utility model content
In view of the shortcomings of the prior art, the utility model provides a kind of load box with flow-guiding structure, in baffle
If support ring, support column and support bar, are then further filled with filler, so that the structural strength of filler is effectively carried
Rise, the face for avoiding filler from being contacted with baffle produces broken situation, improves the accuracy of detection.
A kind of load box with flow-guiding structure, including load cassette and baffle, baffle are inverted coniform, its upper end
With opening, and load box is installed on, it is characterized in that：Also include support ring, support column and support bar；The support ring is located at and led
In fluid, and coaxial with baffle and support ring outer wall be bonded with the inwall of baffle against；The support column is located at water conservancy diversion
In vivo, and with baffle it is coaxially disposed；The support bar be provided with it is multiple, one end of each support bar is connected to support ring, separately
One end connects support column；Filler is filled with the baffle, the intensity of the filler is more than the intensity of pile body.
Pass through above-mentioned technical proposal, after extension supporting ring, support column and support bar are further filled with filler in baffle, make
Obtain filler and mix solidification with support ring, support column and support bar, and then be obviously improved structural strength, effectively keep away
When having exempted from pile body baffle being extruded, situation that filler is crushed, the accuracy of detection is improved.
Preferably, the support bar is connected to the height of support column one end and is connected to the height of support ring one end higher than it.
Pass through above-mentioned technical proposal, the side wall due to baffle is is obliquely installed, so when baffle is to concrete extrusion
When, an inclined extruding force can be produced, support bar is arranged to skewed, support force of the support bar to support ring can be reduced
Angle between extruding force, so that support bar, support column and support ring play effective support to the side wall of baffle
Effect, to ensure the structural strength of baffle and filler entirety.
Preferably, the support bar and support column are hollow setting.
Pass through above-mentioned technical proposal, the setting can reduce the quality of support bar and support column, so as to reduce baffle
Quality, without influenceing its structural strength.
Preferably, the support ring is provided with multiple from top to bottom.
Pass through above-mentioned technical proposal, the structure that the setting can further increase after baffle and filler solidification are strong
Degree.
Preferably, the lower surface of the load cassette is provided with upper connection ring, and the opening of the baffle is provided with lower connection
Ring, the lower connection ring are socketed in connection ring and welded.
Pass through above-mentioned technical proposal, it is attached, is can be achieved under original state, load cassette and water conservancy diversion by way of welding
Body is Split type structure, in order to transport；By the socket of upper connection ring and lower connection ring, and welded, can be achieved both it
Between stable and firm connection, be effectively guaranteed structural strength.
Preferably, the support ring is welded with baffle.
Pass through above-mentioned technical proposal, the setting can ensure the bonding strength between support ring and baffle so that support ring,
Support bar and support column play effective supporting role to baffle.
Brief description of the drawings
Fig. 1 is the schematic diagram of baffle in load box of the utility model with flow-guiding structure；
Fig. 2 is the partial sectional view of load box of the utility model with flow-guiding structure.
Embodiment
Load box of the utility model with flow-guiding structure is further described by Fig. 1 to Fig. 2.
A kind of load box with flow-guiding structure, including load cassette 6 and baffle 1, baffle 1 to be inverted coniform, its
Upper end has opening, and is installed on the lower surface of load box；Also include support ring 2, support column 4 and support bar 3；The support ring
2 are provided with three in being arranged above and below in a manner of in the baffle 1, and are coaxially disposed with baffle 1, the outer wall of support ring 2 and
The inwall fitting of baffle 1 against and welding between each other；The support column 4 is coaxial with baffle 1 in baffle 1
Set, its bottom is hanging, and upper end is resisted against the lower surface of load cassette 6；The support bar 3 be provided with it is multiple, each support bar 3
One end is welded or is plugged in support ring 2, and the other end welds or is plugged on support column 4, each support ring 2 and support column 4
Between be equipped with support bar 3；Filler is further filled with last baffle 1 so that filler and support ring 2, support column 4 and support
Bar 3 is lumped together, increases overall structural strength.
Further, the support bar 3 is connected to the height of the one end of support column 4 and is connected to the one end of support ring 2 higher than it
Highly.
Further, the support bar 3 and support column 4 are hollow setting.
Further, the lower surface of the load cassette 6 is provided with upper connection ring 7, and the opening of the baffle 1 is provided with down
Connection ring 5, the lower connection ring 5 are socketed in connection ring 7 and welded.
Further, the support ring 2 is welded with baffle 1.
Described above is only preferred embodiment of the present utility model, and the scope of protection of the utility model is not limited merely to
Above-described embodiment, all technical schemes belonged under the utility model thinking belong to the scope of protection of the utility model.It should refer to
Go out, for those skilled in the art, some improvement under the premise of the utility model principle is not departed from and
Retouching, these improvements and modifications also should be regarded as the scope of protection of the utility model.
Claims (6)
1. a kind of load box with flow-guiding structure, including load cassette and baffle, baffle is inverted coniform, its upper end tool
There is opening, and be installed on load box, it is characterized in that：Also include support ring, support column and support bar；The support ring is located at water conservancy diversion
In vivo, and coaxial with baffle and support ring outer wall be bonded with the inwall of baffle against；The support column is located at baffle
It is interior, and be coaxially disposed with baffle；The support bar be provided with it is multiple, one end of each support bar is connected to support ring, another
End connection support column；Filler is filled with the baffle, the intensity of the filler is more than the intensity of pile body.
2. the load box according to claim 1 with flow-guiding structure, it is characterized in that：The support bar is connected to support column one
The height at end is connected to the height of support ring one end higher than it.
3. the load box according to claim 1 with flow-guiding structure, it is characterized in that：The support bar and support column are sky
The heart is set.
4. the load box according to claim 1 with flow-guiding structure, it is characterized in that：The support ring is provided with more from top to bottom
It is individual.
5. the load box according to claim 1 with flow-guiding structure, it is characterized in that：The lower surface of the load cassette is provided with
Upper connection ring, the opening of the baffle are provided with lower connection ring, and the lower connection ring is socketed in connection ring and welded.
6. the load box according to claim 1 with flow-guiding structure, it is characterized in that：The support ring is welded with baffle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720628159.7U CN206888030U (en) | 2017-06-01 | 2017-06-01 | Load box with flow-guiding structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720628159.7U CN206888030U (en) | 2017-06-01 | 2017-06-01 | Load box with flow-guiding structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206888030U true CN206888030U (en) | 2018-01-16 |
Family
ID=61320884
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720628159.7U Expired - Fee Related CN206888030U (en) | 2017-06-01 | 2017-06-01 | Load box with flow-guiding structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206888030U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114855896A (en) * | 2022-07-09 | 2022-08-05 | 山东省鲁建建筑工程检测有限公司 | Self-balancing method pile foundation detection equipment |
-
2017
- 2017-06-01 CN CN201720628159.7U patent/CN206888030U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114855896A (en) * | 2022-07-09 | 2022-08-05 | 山东省鲁建建筑工程检测有限公司 | Self-balancing method pile foundation detection equipment |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180116 |