CN208039329U - A kind of hydraulic constructional engineering pile foundation pressure-bearing detection device - Google Patents
A kind of hydraulic constructional engineering pile foundation pressure-bearing detection device Download PDFInfo
- Publication number
- CN208039329U CN208039329U CN201820484357.5U CN201820484357U CN208039329U CN 208039329 U CN208039329 U CN 208039329U CN 201820484357 U CN201820484357 U CN 201820484357U CN 208039329 U CN208039329 U CN 208039329U
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- hole
- pile
- hydraulic
- bottom end
- counterbore
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Abstract
The utility model discloses a kind of hydraulic constructional engineering pile foundation pressure-bearing detection device, third through-hole, the second through-hole and test pile through-hole are equipped on bottom plate；Test pile is passed through in test pile through-hole, the test pile bottom end ground Shen Cha, test pile top is provided with jack, shoulder pole girder is arranged in the tip contact of jack, the second counterbore and first through hole is arranged in shoulder pole girder upper end, contact setting girder on second counterbore, girder tip contact bearing plate, on bearing plate contact be provided with hydraulic press；Mounting base is arranged in bearing plate bottom side, and mounting base bottom end is provided with benchmark column, and mounting seat is arranged in benchmark column bottom end, and mounting seat inserts in ground deeply；Support column is arranged in bearing plate bottom end, and support column bottom end is provided with limiting slot, and anchoring pile is plugged in limiting slot, and anchoring pile lower end outer surface is equipped with screw thread；Hydraulic press connects hydraulic pump by communicating pipe；The utility model provides better stability for architectural engineering pile measurement, is pressed by hydraulic press, convenient for regulation and control and display, provides convenience for pile measurement.
Description
Technical field
The utility model is related to a kind of detection devices, detect and fill more particularly, to a kind of hydraulic constructional engineering pile foundation pressure-bearing
It sets, is related to architectural engineering pile foundation detection field.
Background technology
In the prior art, be to apply vertical pressure at the top of test pile to the principle of test pile dead-load detection, observation stake top portion with
The sedimentation that time generates is with the corresponding single pile vertical resistance pressure bearing capacity of determination.Existing detection method is：Jack is placed on
Test pile upper end, then ballast is placed on jack, need setting support stake to be supported between ballast and ground anti-
Only it is toppled over.Having shared ballast generated reaction force due to support stake leads to the total weight for needing to increase ballast when test
The requirement that can be only achieved defined counter-force, cause the weightening material of ballast to increase, the construction time it is long, it is possible to design one
Ballast is replaced with more easily device for exerting by kind.
Utility model content
The technical problems to be solved in the utility model is to overcome the defect of existing pile measurement device, provides a kind of hydraulic pressure and builds
Engineering pile foundation pressure-bearing detection device is built, to solve the above problems.
To achieve the above object, the utility model provides the following technical solutions：A kind of hydraulic constructional engineering pile foundation pressure-bearing inspection
Survey device, including bottom plate, support column, bearing plate and hydraulic press；The bottom plate is positioned over ground, is worn from left to right on the bottom plate
Equipped with third through-hole, the second through-hole and test pile through-hole；Being passed through in the test pile through-hole has test pile, the bottom end of the test pile to insert in deeply
The top on ground, the test pile is provided with jack, and the top of the jack contacts setting shoulder pole girder, institute by the first counterbore
The first counterbore to be stated to be arranged in the bottom end of shoulder pole girder, the upper end of the shoulder pole girder is provided with the second counterbore and first through hole, and described
One through-hole is correspondingly arranged at the second counterbore both sides, setting girder is contacted on second counterbore, the girder top passes through third
Counterbore contact setting bearing plate, the third counterbore are arranged on the bottom end of bearing plate, the bearing plate contact and are provided with hydraulic pressure
Machine；The bearing plate bottom side is provided with mounting base, and the mounting base bottom end is provided with benchmark column, benchmark column bottom end setting peace
Pedestal is filled, the mounting seat inserts in ground deeply；Bearing plate bottom end both sides be arranged support column, the support column bottom end along
Direction straight up is provided with limiting slot, and anchoring pile is plugged in the limiting slot, and anchoring pile lower end outer surface is equipped with screw thread；
The hydraulic press connects hydraulic pump by communicating pipe, and the avris in support column, the eminence of the communicating pipe is arranged in the hydraulic pump
It is provided with booster pump.
As a kind of optimal technical scheme of the utility model, the third through-hole is correspondingly arranged at test pile through-hole both sides,
Second through-hole is correspondingly arranged at test pile through-hole both sides.
As a kind of optimal technical scheme of the utility model, the first through hole and the second through-hole are positioned at same vertical
Line.
As a kind of optimal technical scheme of the utility model, the benchmark column pass through first by with the second through-hole.
As a kind of optimal technical scheme of the utility model, damping block is arranged in the mounting seat bottom end.
As a kind of optimal technical scheme of the utility model, the communicating pipe is metal hard tube.
Compared with prior art, the utility model has the beneficial effects that：The utility model is that architectural engineering pile measurement carries
Better stability has been supplied, has been pressed by hydraulic press, convenient for regulation and control and display, has been provided convenience for pile measurement.
Description of the drawings
Attached drawing is used to provide a further understanding of the present invention, and a part for constitution instruction, with this practicality
Novel embodiment for explaining the utility model, does not constitute limitations of the present invention together.In the accompanying drawings：
FIG. 1 is a schematic structural view of the utility model；
1, ground in figure；2, bottom plate；3, anchoring pile；4, support column；5, test pile；6, jack；7, shoulder pole girder；8, first is heavy
Hole；9, the second counterbore；10, girder；11, first through hole；12, benchmark column；13, mounting base；14, mounting seat；15, damping block；
16, bearing plate；17, hydraulic press；18, communicating pipe；19, booster pump；20, hydraulic pump；21, the second through-hole；22, third through-hole；23,
Test pile through-hole；24, third counterbore.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment is based on the embodiments of the present invention, and those of ordinary skill in the art are without making creative work
The every other embodiment obtained, shall fall within the protection scope of the present invention.
Embodiment 1
As shown in Figure 1, the utility model provides a kind of hydraulic constructional engineering pile foundation pressure-bearing detection device, including bottom plate 2, branch
Dagger 4, bearing plate 16 and hydraulic press 17；It is characterized in that：Bottom plate 2 is positioned over ground 1, is equipped on bottom plate 2 from left to right
Three through-holes 22, the second through-hole 21 and test pile through-hole 23；Being passed through in test pile through-hole 23 has test pile 5, the bottom end of test pile 5 to insert in ground deeply
1, the top of test pile 5 is provided with jack 6, and the top of jack 6 contacts setting shoulder pole girder 7, the first counterbore by the first counterbore 8
8 are arranged in the bottom end of shoulder pole girder 7, and the upper end of shoulder pole girder 7 is provided with the second counterbore 9 and first through hole 11, and first through hole 11 corresponds to
Contact setting girder 10 is set on 9 both sides of the second counterbore, the second counterbore 9, and 10 top of girder is set by the contact of third counterbore 24
Bearing plate 16 is set, third counterbore 24 is arranged on the bottom end of bearing plate 16, bearing plate 16 contact and is provided with hydraulic press 17；Bearing plate
16 bottom sides are provided with mounting base 13, and 13 bottom end of mounting base is provided with benchmark column 12, and mounting seat 14, peace is arranged in 12 bottom end of benchmark column
Dress pedestal 14 is deep to insert in ground 1；Support column 4 is arranged in 16 bottom end both sides of bearing plate, and 4 bottom end of support column is along direction straight up
It is provided with limiting slot, anchoring pile 3 is plugged in limiting slot, 3 lower end outer surface of anchoring pile is equipped with screw thread；Hydraulic press 17 passes through communicating pipe 18
Hydraulic pump 20 is connected, the avris in support column 4 is arranged in hydraulic pump 20, and the eminence of communicating pipe 18 is provided with booster pump 19.
Third through-hole 22 is correspondingly arranged at 23 both sides of test pile through-hole, and the second through-hole 21 is correspondingly arranged at 23 liang of test pile through-hole
Side, first through hole 11 and the second through-hole 21 are located at same vertical line, benchmark column 12 pass through first by with the second through-hole 21, installation
Damping block 15 is arranged in 14 bottom end of pedestal；Communicating pipe 18 is metal hard tube.
Concrete principle：The utility model, by the way that test pile through-hole is arranged on bottom plate, can be played to test pile in practicality
Firm effect is limited, the stability of test pile is improved, is passed through by the way that the second through-hole and third are arranged on bottom plate, and in the second through-hole
The bottom end of the anchoring pile in benchmark column, third through-hole, benchmark column is provided with mounting seat, and vibration damper plate is provided in mounting seat,
Anchoring pile outer surface is provided with screw thread, and the bottom end of anchoring pile and benchmark column inserts in ground, better securing device deeply, and can play and subtract
Bestir oneself use；Hydraulic press is set by the tip contact in bearing plate, pressure is applied to bearing plate by hydraulic press, pile foundation is completed and holds
The detection of pressure, hydraulic press and bearing plate contact setting, easy to disassemble, convenience in transport, the pressure number conveniently regulating and controlling of hydraulic press and display,
It provides convenience for pile measurement.
The utility model provides better stability for architectural engineering pile measurement, is pressed by hydraulic press, convenient for adjusting
Control and display, provide convenience for pile measurement.
Finally it should be noted that：The above descriptions are merely preferred embodiments of the present invention, is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it still can be with technical scheme described in the above embodiments is modified, or to which part technical characteristic
Equivalent replacement is carried out, within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on,
It should be included within the scope of protection of this utility model.
Claims (6)
1. a kind of hydraulic constructional engineering pile foundation pressure-bearing detection device, including bottom plate (2), support column (4), bearing plate (16) and hydraulic pressure
Machine (17)；It is characterized in that：The bottom plate (2) is positioned over ground (1), and it is logical to be equipped with third on the bottom plate (2) from left to right
Hole (22), the second through-hole (21) and test pile through-hole (23)；Being passed through in the test pile through-hole (23) has test pile (5), the test pile (5)
Bottom end insert in ground (1) deeply, the top of the test pile (5) is provided with jack (6), and the top of the jack (6) passes through
First counterbore (8) contact setting shoulder pole girder (7), first counterbore (8) are arranged in the bottom end of shoulder pole girder (7), the shoulder pole girder
(7) upper end is provided with the second counterbore (9) and first through hole (11), and the first through hole (11) is correspondingly arranged at the second counterbore
(9) both sides, contact setting girder (10) on second counterbore (9), girder (10) top is connect by third counterbore (24)
Setting bearing plate (16) is touched, third counterbore (24) setting contacts on the bottom end of bearing plate (16), the bearing plate (16)
It is provided with hydraulic press (17)；Bearing plate (16) bottom side is provided with mounting base (13), and mounting base (13) bottom end is provided with
Benchmark column (12), benchmark column (12) the bottom end setting mounting seat (14), the mounting seat (14) insert in ground (1) deeply；
Bearing plate (16) the bottom end both sides setting support column (4), support column (4) bottom end is provided with along direction straight up
Limiting slot, anchoring pile (3) is plugged in the limiting slot, and anchoring pile (3) the lower end outer surface is equipped with screw thread；The hydraulic press (17)
By connecting hydraulic pump (20) communicating pipe (18), hydraulic pump (20) setting is in the avris of support column (4), the communicating pipe
(18) eminence is provided with booster pump (19).
2. a kind of hydraulic constructional engineering pile foundation pressure-bearing detection device according to claim 1, it is characterised in that：The third
Through-hole (22) is correspondingly arranged at test pile through-hole (23) both sides, and second through-hole (21) is correspondingly arranged at test pile through-hole (23) two
Side.
3. a kind of hydraulic constructional engineering pile foundation pressure-bearing detection device according to claim 1, it is characterised in that：Described first
Through-hole (11) and the second through-hole (21) are located at same vertical line.
4. a kind of hydraulic constructional engineering pile foundation pressure-bearing detection device according to claim 3, it is characterised in that：The benchmark
Column (12) passes through (11) and the second through-hole (21) across first.
5. a kind of hydraulic constructional engineering pile foundation pressure-bearing detection device according to claim 1, it is characterised in that：The installation
Damping block (15) is arranged in pedestal (14) bottom end.
6. a kind of hydraulic constructional engineering pile foundation pressure-bearing detection device according to claim 1, it is characterised in that：The connection
It is metal hard tube to manage (18).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820484357.5U CN208039329U (en) | 2018-04-04 | 2018-04-04 | A kind of hydraulic constructional engineering pile foundation pressure-bearing detection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820484357.5U CN208039329U (en) | 2018-04-04 | 2018-04-04 | A kind of hydraulic constructional engineering pile foundation pressure-bearing detection device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208039329U true CN208039329U (en) | 2018-11-02 |
Family
ID=63943986
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820484357.5U Expired - Fee Related CN208039329U (en) | 2018-04-04 | 2018-04-04 | A kind of hydraulic constructional engineering pile foundation pressure-bearing detection device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208039329U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110206076A (en) * | 2019-05-28 | 2019-09-06 | 湖北理工学院 | Civil engineering structure foundation restriction ability dynamic testing method and its device |
| CN112482449A (en) * | 2020-11-24 | 2021-03-12 | 江西省赣湘建筑服务有限公司 | Pile foundation bearing capacity detecting system |
-
2018
- 2018-04-04 CN CN201820484357.5U patent/CN208039329U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110206076A (en) * | 2019-05-28 | 2019-09-06 | 湖北理工学院 | Civil engineering structure foundation restriction ability dynamic testing method and its device |
| CN110206076B (en) * | 2019-05-28 | 2021-03-16 | 湖北理工学院 | Dynamic detection method and device for foundation constraint capacity of civil engineering structure |
| CN112482449A (en) * | 2020-11-24 | 2021-03-12 | 江西省赣湘建筑服务有限公司 | Pile foundation bearing capacity detecting system |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181102 Termination date: 20210404 |
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| CF01 | Termination of patent right due to non-payment of annual fee |