CN208363149U - A kind of static test basement process device - Google Patents
A kind of static test basement process device Download PDFInfo
- Publication number
- CN208363149U CN208363149U CN201820983215.3U CN201820983215U CN208363149U CN 208363149 U CN208363149 U CN 208363149U CN 201820983215 U CN201820983215 U CN 201820983215U CN 208363149 U CN208363149 U CN 208363149U
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- steel sheet
- sheet pile
- buckle structure
- static test
- process device
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model discloses a kind of static test basement process devices, including several for being implanted into the steel sheet pile of ground Soft Soil Layer, the steel sheet pile is strip plate structure, the left side edge of the steel sheet pile is equipped with buckle structure, the right edge of the steel sheet pile is equipped with opposite buckle structure, the buckle structure of previous steel sheet pile between two neighboring steel sheet pile is snapped together with the opposite buckle structure of the latter steel sheet pile, and the head and the tail docking of these steel sheet piles is trapped among the closure frame being formed together for surrounding support pier.The equipment safety is reliable, easy to operate, time saving and energy saving.
Description
Technical field
The utility model relates to a kind of static test basement process devices, belong to static test field.
Background technique
In foundation pile static loading test, frequently with ballasting platform counterforce device, which passes through buttress branch
It supports on the ground in place, and detects the pile bearing capacity in the place by testing stake.Since the earth's surface of place ground often has one
Layer soft layer is easy to cause under ballast platform if not carrying out consolidation process to the soft layer of place ground before preloading
Phenomena such as sinking, tilting, influences the progress of static test.Currently, to the common processing mode of soft layer ground before preloading
To be replaced as harder soil layer and compacting to the surface layer soft layer.But the soft layer usually contains thicker mud,
For the reason of the construction safety and technical aspect, be difficult to the part soft layer change fill out work.Another processing side
Formula is providing preloading in such a way that the buttress bottom of static-load testing device adds armored concrete bearing plate using support stake
Counter-force, but which increases cost while taking time and effort, and easily delays the duration.
Utility model content
The purpose of the utility model is to overcome in place of the deficiencies in the prior art, a kind of static test basement process is provided
Device.
The technical scheme adopted by the utility model to solve the technical problem is as follows:
A kind of static test basement process device, including several for being implanted into the steel sheet pile of ground Soft Soil Layer, the steel sheet pile
It is strip plate structure, the left side edge of the steel sheet pile is equipped with buckle structure, and the right edge of the steel sheet pile is equipped with opposite buckle knot
Structure, the buckle structure of the previous steel sheet pile between two neighboring steel sheet pile and the opposite buckle structure snapping of the latter steel sheet pile
Together, the docking of these steel sheet piles head and the tail is trapped among the closure frame being formed together for surrounding support pier.
Preferably, which is bent to form left side inwardly, and the outer side edges of the left side are bent outwardly
Form the buckle structure；The steel sheet pile right edge is bent to form right edge inwardly, and the outer side edges of the right edge are towards excurvation
Folding forms the opposite buckle structure.
Preferably, the buckle structure and opposite buckle structure are in hook-shaped.
Preferably, the length of the steel sheet pile is not less than the depth of Soft Soil Layer.
Preferably, the steel sheet pile is the molding of steel plate integrated punching or casting and forming.
The technical program compared with the background art, it has the following advantages:
The static test basement process device includes several steel sheet piles, which squeezes into weak soil by construction machinery vertically
Layer, multiple steel sheet piles are centered around around the support pier of static-load testing device, and steel sheet pile head and the tail are connected to be formed together
Be closed frame, which is enclosed in the periphery of the profile of the support pier, directly the support pier is fixed, the closure frame with should
The hard stratum of Soft Soil Layer bottom limits the deformation of the Soft Soil Layer at the ground together, so that static test ground is reinforced,
It prevents ballast platform from sinking, inclination, guarantees going on smoothly for static test.
Multiple steel sheet piles only need to be squeezed into Soft Soil Layer and surround support pier by the static test basement process device when in use
, compacting and easy to operate, high-efficient, the duration in such a way that support stake adds armored concrete bearing plate are changed than traditional filling out
It is short, it is time saving and energy saving, while being not required to dig out mud, pollution is few, and security risk is few.
Together with the steel sheet pile is snapped connection by the buckle structure with opposite buckle structure, so that steel sheet pile head and the tail connect
The closure frame to be formed is connect to be centered around around the support pier bottom profile, it can be according to the support pier profile of static-load testing device
Size is increased and decreased the quantity of the steel sheet pile, adaptable.
The steel sheet pile of the static test basement process device may be implemented to be recycled, and resource utilization is high, the steel sheet pile
Integrated punching molding or casting and forming, it is easily manufactured.
Detailed description of the invention
Fig. 1 is the schematic diagram of the steel sheet pile of the utility model static test basement process device.
Fig. 2 is the end to end schematic diagram of the steel sheet pile of the utility model static test basement process device.
Fig. 3 is that the steel sheet pile of the utility model static test basement process device joins end to end to form the signal of closure frame
Figure.
Fig. 4 be the utility model static test basement process device steel sheet pile join end to end the closure frame profile to be formed with
The compatible schematic diagram of support pier profile.
Fig. 5 is the schematic diagram that the utility model static test basement process device is implanted into Soft Soil Layer.
Appended drawing reference:
Steel sheet pile 10, buckle structure 11, opposite buckle structure 12, left side 13, right edge 14 are closed frame 15, support pier
20, test pile 30, Soft Soil Layer 40.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples.
In the description of the present invention, it should be understood that term " on ", "lower", "front", "rear", "left", "right",
The orientation or positional relationship of the instructions such as " cross ", " perpendicular ", "top", "bottom", "inner", "outside" is based on shown in the perspective view in attached drawing
Orientation or positional relationship is merely for convenience of describing the present invention and simplifying the description, rather than the dress of indication or suggestion meaning
It sets or element must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as to the utility model
Limitation.
As shown in Figures 1 to 5, the utility model provides a kind of static test basement process device, including several for planting
Enter the steel sheet pile 10 of ground Soft Soil Layer, which is strip plate structure.The left side edge of the steel sheet pile 10 is equipped with buckle knot
Structure 11, the right edge of the steel sheet pile 10 are equipped with opposite buckle structure 12, the previous steel plate between two neighboring steel sheet pile 10
The buckle structure 11 and the opposite buckle structure 12 of the latter steel sheet pile 10 of stake 10 snap together.These 10 head and the tail of steel sheet pile are right
The closure frame 15 for being trapped among and being formed together for surrounding support pier 20 is connect, which is centered around the periphery of the support pier 20, should
The profile of closure frame 15 is adapted with the profile of the support pier 20.In static test, several steel sheet piles 10 are passed through into construction machine
Tool is squeezed into around the support pier 20, these steel sheet piles 10 dock be trapped among the closure being formed together for surrounding support pier 20 from beginning to end
Frame 15 is directly fixed the support pier 20, which limits this together with the hard stratum of 40 bottom of Soft Soil Layer
The deformation of Soft Soil Layer 40 at ground prevents ballast platform from sinking, inclination, guarantees quiet so that static test ground is reinforced
Going on smoothly for test is carried, securely and reliably.
Together with the steel sheet pile 10 is snapped connection by the buckle structure 11 with opposite buckle structure 12, so that the steel sheet pile
The profile for the closure frame 15 that 10 head and the tail connections are formed is adapted with 20 bottom profile of support pier, can be according to static-load testing device
The size of 20 profile of support pier is increased and decreased the quantity of the steel sheet pile 10, adaptable.
Multiple steel sheet piles 10 only need to be squeezed into Soft Soil Layer 40 and surround this by the static test basement process device when in use
Support pier 20 changes compacting and easy to operate, the effect in such a way that support stake adds armored concrete bearing plate than traditional filling out
Rate is high, and short time limit is time saving and energy saving, while being not required to dig out mud, reduces pollution and security risk.
The steel sheet pile 10 of the static test basement process device may be implemented to be recycled, and resource utilization is high.
10 left side edge of steel sheet pile is bent to form left side 13 inwardly, the outer side edges of the left side 13 bent outwardly
At the buckle structure 11；10 right edge of steel sheet pile is bent to form right edge 14, the outer side edges of the right edge 14 inwardly
It is bent to form the opposite buckle structure 12 outwardly.
The buckle structure 11 and opposite buckle structure 12 are in hook-shaped.The buckle structure 11 and opposite buckle structure 12
Mutually to hook to link together from beginning to end, convenient and efficient, easy to operate.
The length of the steel sheet pile 10 is not less than the depth of Soft Soil Layer 40, so that reinforcing jail of the steel sheet pile 10 to Soft Soil Layer 40
Gu reliable.
The steel sheet pile 10 be steel plate integrated punching molding or casting and forming, it is easily manufactured.
The above, only the utility model preferred embodiment, therefore, it cannot be limited according to, and the utility model is implemented
It is practical new to should still belong to this for range, i.e., equivalent changes and modifications made according to the scope of the patent of the utility model and the content of the manual
In the range of type covers.
Claims (5)
1. a kind of static test basement process device, it is characterised in that: including several for being implanted into the steel sheet pile of ground Soft Soil Layer,
The steel sheet pile is strip plate structure, and the left side edge of the steel sheet pile is equipped with buckle structure, and the right edge of the steel sheet pile is equipped with pair
To buckle structure, the buckle structure of the previous steel sheet pile between two neighboring steel sheet pile and the opposite of the latter steel sheet pile are buckled
Structure snaps together, and the head and the tail docking of these steel sheet piles is trapped among the closure frame being formed together for surrounding support pier.
2. static test basement process device according to claim 1, it is characterised in that: the steel sheet pile left side edge is inwardly
It is bent to form left side, the outer side edges of the left side are bent to form the buckle structure outwardly；The steel sheet pile right edge court
Inner bending forms right edge, and the outer side edges of the right edge are bent to form the opposite buckle structure outwardly.
3. static test basement process device according to claim 2, it is characterised in that: the buckle structure and opposite card
Buckle structure is in hook-shaped.
4. static test basement process device according to claim 1, it is characterised in that: the length of the steel sheet pile is not less than
The depth of Soft Soil Layer.
5. static test basement process device according to claim 1, it is characterised in that: the steel sheet pile is steel plate one
Punch forming or casting and forming.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820983215.3U CN208363149U (en) | 2018-06-25 | 2018-06-25 | A kind of static test basement process device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820983215.3U CN208363149U (en) | 2018-06-25 | 2018-06-25 | A kind of static test basement process device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208363149U true CN208363149U (en) | 2019-01-11 |
Family
ID=64926760
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820983215.3U Active CN208363149U (en) | 2018-06-25 | 2018-06-25 | A kind of static test basement process device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208363149U (en) |
-
2018
- 2018-06-25 CN CN201820983215.3U patent/CN208363149U/en active Active
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