CN208949895U - A kind of high intensity foundation pit supporting construction - Google Patents
A kind of high intensity foundation pit supporting construction Download PDFInfo
- Publication number
- CN208949895U CN208949895U CN201821744207.XU CN201821744207U CN208949895U CN 208949895 U CN208949895 U CN 208949895U CN 201821744207 U CN201821744207 U CN 201821744207U CN 208949895 U CN208949895 U CN 208949895U
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- China
- Prior art keywords
- plate
- foundation pit
- slight slope
- supporting
- rhone
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Abstract
The utility model discloses a kind of high-intensitive foundation pit supporting constructions, including foundation pit slight slope, ruggedized construction, rhone, support pile, mounting plate, supporting connecting plate and support column, ruggedized construction includes upper retaining-plate, connecting rod, lower retaining-plate and fixed native stake, drainage hole is offered inside rhone, support pile is equipped with bearing platform, mounting plate includes mounting plate ontology and mounting hole, by being fixedly installed with lower retaining-plate on foundation pit slight slope, lower retaining-plate is fixedly connected by connecting rod with upper retaining-plate, most of rainwater flows into rhone along the inclined-plane of upper retaining-plate, rainwater on lower retaining-plate is past dirty along the inclined-plane of lower retaining-plate, it is discharged by drainage hole, the bottom end of fixed soil stake is fixedly mounted in foundation pit slight slope, it will not there is a phenomenon where soil properties loosely to slide, support pile reinforces foundation pit slight slope in bottom, supporting connecting plate can guarantee to prop up Fender pile does not have inclined phenomenon and occurs, it is ensured that foundation pit soil layer combines secured, to improve the supporting intensity of foundation pit.
Description
Technical field
The utility model relates to Base hole supporting technology field, specially a kind of high-intensitive foundation pit supporting construction.
Background technique
Pattern foundation pit supporting structure is the safety to guarantee Underground Construction and foundation pit surrounding environment, to foundation pit side-wall and peripheral ring
Supporting and retaining system, reinforcing and the safeguard measure that border uses.Foundation pit supporting project is a temporary project, and the safety stock of design relatively can be small
A bit, but it is related with provincialism.Its feature of different zones geological conditions is not also identical, foundation pit supporting project be again geotechnical engineering,
The subject that Structural Engineering and construction technology cross one another is the system engineering of Various Complex factor reciprocal effect, is theoretically
Wait the complex art subject of development.Since foundation pit supporting project cost is high, the quantity that goes into operation is more, is the weight of each unit in charge of construction's contention
Point, and due to technology complexity, coverage is wide, and changing factor is more, and accident is frequent, is most challenging skill in architectural engineering
Difficult point in art, while being also to reduce project cost, it is ensured that the emphasis of construction quality.With the propulsion of reconstruction of the old city town, each city
Main high-rise, super high-rise building mostly concentrate in big, densely populated, the congested in traffic narrow and small place of site coverage, foundation pit
The condition of support engineering construction is very poor.In Bracing Process, it can be found that the soil layer conjugation of foundation pit side-wall is not secured enough,
Main cause soil property after precipitation becomes moist through, and loose situation easily occurs, and it is sliding that soil layer large area is even resulted in when serious
The phenomenon that slope, occurs.
Utility model content
The purpose of this utility model is to provide a kind of high-intensitive foundation pit supporting constructions, pass through the row of being equipped on foundation pit slight slope
Sink enter external water can not largely in foundation pit slight slope, and be additionally provided with ruggedized construction on foundation pit slight slope, can to soil layer into
Row is fixed, and can solve the problems of the prior art.
To achieve the above object, the utility model provides the following technical solutions: a kind of high intensity foundation pit supporting construction, including
Foundation pit slight slope, ruggedized construction, rhone, support pile, mounting plate, supporting connecting plate and support column, foundation pit slight slope both ends are set
There is ruggedized construction, the bottom end of the ruggedized construction is connected with rhone, the fixed peace in the one end of the rhone far from ruggedized construction
On support pile, the support pile is fixedly mounted in foundation pit slight slope, and mounting plate is fixedly installed on the support pile, described
Supporting connecting plate is fixedly installed between support pile, the supporting connecting plate lower end is equipped with support column, the fixed peace of the support column
On foundation pit slight slope, the support column is supported between supporting connecting plate and foundation pit slight slope；
The ruggedized construction includes upper retaining-plate, connecting rod, lower retaining-plate and fixed native stake, and the upper retaining-plate lower end is fixed
It is connected with connecting rod, the connecting rod is fixedly connected on lower retaining-plate far from one end of upper retaining-plate, on the lower retaining-plate
It is fixedly installed with fixed native stake, the bottom end of the fixed native stake is fixedly mounted in foundation pit slight slope.
Preferably, drainage hole is offered inside the rhone, the ponding inside the ruggedized construction is arranged by drainage hole
Out.
Preferably, the support pile is equipped with bearing platform, and the both ends of the supporting connecting plate are built on bearing platform.
Preferably, the mounting plate includes mounting plate ontology and mounting hole, and the mounting plate ontology passes through mounting hole and branch
Fender pile riveting.
Preferably, the connecting rod is made of stainless steel material.
Preferably, the both ends of the rhone are equipped with 10 degree of angle tilt.
Compared with prior art, the beneficial effects of the utility model are as follows:
The utility model high intensity foundation pit supporting construction, by being fixedly installed with lower retaining-plate, lower supporting on foundation pit slight slope
Plate is fixedly connected by connecting rod with upper retaining-plate, connect the side of foundation pit slight slope will not directly with rainwater in the rainy day
Touching, when falling on upper retaining-plate, most of rainwater flows into rhone rainwater along the inclined-plane of upper retaining-plate, and pole is at least partially through upper
Lower retaining-plate is fallen on after retaining-plate, the rainwater on lower retaining-plate is past dirty along the inclined-plane of lower retaining-plate, is discharged, arranges by drainage hole
The both ends of sink are equipped with 10 degree of angle tilt, and the ponding on rhone can be made to naturally drain, be fixedly mounted on lower retaining-plate
There is fixed native stake, the bottom end of fixed soil stake is fixedly mounted in foundation pit slight slope, it is ensured that after the soil layer below lower retaining-plate moisturizes,
Will not there is a phenomenon where soil properties loosely to slide, support pile is connected by mounting plate, can be added in bottom to foundation pit slight slope
Gu the supporting connecting plate being fixedly mounted between support pile can guarantee that support pile does not have inclined phenomenon and occurs, it is ensured that base
The secured of soil layer combination is cheated, to improve the supporting intensity of foundation pit.
Detailed description of the invention
Fig. 1 is the cross-sectional view of the utility model；
Fig. 2 is the partial enlarged view of the utility model；
Fig. 3 is the partial sectional view of the utility model.
In figure: 1, foundation pit slight slope；2, ruggedized construction；21, upper retaining-plate；22, connecting rod；23, lower retaining-plate；24, fixed soil
Stake；3, rhone；31, drainage hole；4, support pile；41, bearing platform；5, mounting plate；51, mounting plate ontology；52, mounting hole；6,
Supporting connecting plate；7, support column.
Specific embodiment
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.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Please refer to Fig. 1-3, a kind of high intensity foundation pit supporting construction, including foundation pit slight slope 1, ruggedized construction 2, rhone 3, branch
Fender pile 4, mounting plate 5, supporting connecting plate 6 and support column 7,1 both ends of foundation pit slight slope are equipped with ruggedized construction 2, the bottom end of ruggedized construction 2
It is connected with rhone 3, the both ends of rhone 3 are equipped with 10 degree of angle tilt, the ponding on rhone 3 can be made to naturally drain,
Drainage hole 31 is offered inside rhone 3, the ponding inside ruggedized construction 2 is discharged by drainage hole 31, and rhone 3 is far from reinforcing
One end of structure 2 is fixedly mounted on support pile 4, and support pile 4 is fixedly mounted in foundation pit slight slope 1, is fixedly mounted on support pile 4
There is mounting plate 5, mounting plate 5 includes mounting plate ontology 51 and mounting hole 52, and mounting plate ontology 51 passes through mounting hole 52 and support pile 4
Riveting, can reinforce the stabilization connected between mounting plate 5 and support pile 4, supporting connecting plate 6 is fixedly installed between support pile 4,
Support pile 4 is equipped with bearing platform 41, and the both ends of supporting connecting plate 6 are built on bearing platform 41, and 6 lower end of supporting connecting plate is equipped with branch
Dagger 7, support column 7 are fixedly mounted on foundation pit slight slope 1, and support column 7 is supported between supporting connecting plate 6 and foundation pit slight slope 1, are added
Fixing structure 2 includes upper retaining-plate 21, connecting rod 22, lower retaining-plate 23 and fixed native stake 24, and upper 21 lower end of retaining-plate is fixedly connected with
Connecting rod 22, connecting rod 22 are made of stainless steel material, guarantee that connecting rod 22 washes away the fracture that will not get rusty through water for a long time, even
Extension bar 22 is fixedly connected on lower retaining-plate 23 far from one end of upper retaining-plate 21, and fixed native stake is fixedly installed on lower retaining-plate 23
24, the bottom end of fixed soil stake 24 is fixedly mounted in foundation pit slight slope 1.
Working principle: by being fixedly installed with lower retaining-plate 23 on foundation pit slight slope 1, lower retaining-plate 23 by connecting rod 22 with
Upper retaining-plate 21 is fixedly connected, and contact the side of foundation pit slight slope 1 will not directly with rainwater in the rainy day, rainwater is being fallen on
When upper retaining-plate 21, most of rainwater flows into rhone 3 along the inclined-plane of upper retaining-plate 21, and pole is at least partially through upper retaining-plate 21
After fall on lower retaining-plate 23, the rainwater on lower retaining-plate 23 along lower retaining-plate 23 inclined-plane toward flow down, be discharged by drainage hole 31,
The both ends of rhone 3 are equipped with 10 degree of angle tilt, and the ponding on rhone 3 can be made to naturally drain, solid on lower retaining-plate 23
Dingan County is fixedly mounted in foundation pit slight slope 1 equipped with fixed native stake 24, the bottom end of fixed soil stake 24, it is ensured that lower 23 lower section of retaining-plate
After soil layer moisturizes, will not there is a phenomenon where soil properties loosely to slide, support pile 4 is connected by mounting plate 5, can be in bottom pair
Foundation pit slight slope 1 is reinforced, and it is inclined that the supporting connecting plate 6 being fixedly mounted between support pile 4 can guarantee that support pile 4 does not have
Phenomenon occurs.
In summary: the utility model high intensity foundation pit supporting construction, by being fixedly installed with lower supporting on foundation pit slight slope 1
Plate 23, lower retaining-plate 23 are fixedly connected by connecting rod 22 with upper retaining-plate 21, make the side of foundation pit slight slope 1 will not in the rainy day
It is directly contacted with rainwater, for rainwater when falling on upper retaining-plate 21, most of rainwater flows into row along the inclined-plane of upper retaining-plate 21
In sink 3, pole is at least partially through lower retaining-plate 23 is fallen on after upper retaining-plate 21, the rainwater on lower retaining-plate 23 is along lower retaining-plate 23
Inclined-plane toward flowing down, be discharged by drainage hole 31, the both ends of rhone 3 are equipped with 10 degree of angle tilt, can make on rhone 3
Ponding naturally drain, fixed native stake 24 is fixedly installed on lower retaining-plate 23, the bottom end of fixed soil stake 24 is fixedly mounted on foundation pit earth
In slope 1, it is ensured that after the soil layer of 23 lower section of lower retaining-plate moisturizes, will not there is a phenomenon where soil properties loosely to slide, support pile 4
It is connected by mounting plate 5, foundation pit slight slope 1 can be reinforced in bottom, the supporting connection being fixedly mounted between support pile 4
Plate 6 can guarantee that support pile 4 does not have inclined phenomenon and occurs, it is ensured that foundation pit soil layer combines secured, to improve base
The supporting intensity in hole.
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (6)
1. it is a kind of high intensity foundation pit supporting construction, including foundation pit slight slope (1), ruggedized construction (2), rhone (3), support pile (4),
Mounting plate (5), supporting connecting plate (6) and support column (7), it is characterised in that: foundation pit slight slope (1) both ends are equipped with ruggedized construction
(2), the bottom end of the ruggedized construction (2) is connected with rhone (3), and the one end of the rhone (3) far from ruggedized construction (2) is solid
On support pile (4), the support pile (4) is fixedly mounted in foundation pit slight slope (1) for Dingan County, fixed on the support pile (4)
It is equipped with mounting plate (5), is fixedly installed with supporting connecting plate (6) between the support pile (4), under the supporting connecting plate (6)
End is equipped with support column (7), and the support column (7) is fixedly mounted on foundation pit slight slope (1), and the support column (7) is supported on supporting
Between connecting plate (6) and foundation pit slight slope (1)；
The ruggedized construction (2) includes upper retaining-plate (21), connecting rod (22), lower retaining-plate (23) and determines native stake (24), described
Upper retaining-plate (21) lower end is fixedly connected with connecting rod (22), and the connecting rod (22) is fixed far from the one end of upper retaining-plate (21)
It is connected on lower retaining-plate (23), fixed native stake (24) is fixedly installed on the lower retaining-plate (23), the fixed native stake (24)
Bottom end is fixedly mounted in foundation pit slight slope (1).
2. a kind of high-intensitive foundation pit supporting construction according to claim 1, it is characterised in that: the rhone (3) is internal
It offers drainage hole (31), the internal ponding of the ruggedized construction (2) is discharged by drainage hole (31).
3. a kind of high-intensitive foundation pit supporting construction according to claim 1, it is characterised in that: set on the support pile (4)
Have bearing platform (41), the both ends of the supporting connecting plate (6) are built on bearing platform (41).
4. a kind of high-intensitive foundation pit supporting construction according to claim 1, it is characterised in that: the mounting plate (5) includes
Mounting plate ontology (51) and mounting hole (52), the mounting plate ontology (51) are riveted by mounting hole (52) and support pile (4).
5. a kind of high-intensitive foundation pit supporting construction according to claim 1, it is characterised in that: the connecting rod (22) uses
Stainless steel material is made.
6. a kind of high-intensitive foundation pit supporting construction according to claim 1, it is characterised in that: the two of the rhone (3)
End is equipped with 10 degree of angle tilt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821744207.XU CN208949895U (en) | 2018-10-26 | 2018-10-26 | A kind of high intensity foundation pit supporting construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821744207.XU CN208949895U (en) | 2018-10-26 | 2018-10-26 | A kind of high intensity foundation pit supporting construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208949895U true CN208949895U (en) | 2019-06-07 |
Family
ID=66742946
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821744207.XU Expired - Fee Related CN208949895U (en) | 2018-10-26 | 2018-10-26 | A kind of high intensity foundation pit supporting construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208949895U (en) |
-
2018
- 2018-10-26 CN CN201821744207.XU patent/CN208949895U/en not_active Expired - Fee Related
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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 |
Granted publication date: 20190607 Termination date: 20201026 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |