CN208777295U - Beach reinforcing soft foundation structure and reinforcement of foundation - Google Patents
Beach reinforcing soft foundation structure and reinforcement of foundation Download PDFInfo
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- CN208777295U CN208777295U CN201821245794.8U CN201821245794U CN208777295U CN 208777295 U CN208777295 U CN 208777295U CN 201821245794 U CN201821245794 U CN 201821245794U CN 208777295 U CN208777295 U CN 208777295U
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Abstract
The utility model relates to foundation reinforcing structure field, it is related to a kind of beach reinforcing soft foundation structure and reinforcement of foundation.The beach reinforcing soft foundation structure includes tubular pole, concrete stub and uplift pile, and tubular pole includes tip, pipe shaft and pipe cap, and the both ends of pipe shaft are connect with tip and pipe cap respectively, and tip and pipe shaft are embedded in soft soil foundation, and reinforcing rib is provided on the outside of pipe shaft；Concrete stub includes stub cavity and is filled in the intracorporal concrete of stub chamber, stub cavity is sheathed on the outside of pipe cap, concreting is in pipe shaft and stub cavity, and concrete stub and uplift pile are more and arrangement is in multiple rows of, has row's concrete stub among any two rows uplift piles；The middle part of each uplift pile is connect by supporting in more inclinations with the top of concrete stub, and the middle part of each uplift pile is connect by the lower support of more inclinations with the lower part of concrete stub.Its bearing capacity more preferably, load more evenly, convenient for carrying out various constructions in beach soft base.
Description
Technical field
The utility model relates to foundation reinforcing structure field, in particular to a kind of beach reinforcing soft foundation structure and
Reinforcement of foundation.
Background technique
Beach is the general name of seabeach, river shoal and lakeshore, and beach is important reserve land resources, and beach belongs to flabbily
Base, it is low that weak soil generally refers to shearing strength, and compressibility is high, the lesser soil of permeability.Soil supporting layer is by weak soil institute group
At, referred to as soft foundation.Soft foundation, generally should not be directly as the ground of building without consolidation process.Construction project
In be increasingly encountered unfavorable foundation, therefore, Soft foundation treatment problem also just seems more common and more important.It is existing
Ruggedized construction consolidation effect it is undesirable, there are long construction periods, the drawbacks such as reinforcement depth is shallow, bearing capacity is smaller.
Utility model content
The purpose of this utility model, for example including providing a kind of beach reinforcing soft foundation structure, can to beach soft base into
Row is reinforced, and consolidation effect is good, is easy to construct, and has preferable bearing capacity.
The purpose of this utility model further includes providing a kind of reinforcement of foundation, and bearing capacity is big, is able to carry out construction road
Road engineering.
In order to realize that above-mentioned at least one purpose, the embodiments of the present invention adopt the following technical scheme that
A kind of beach reinforcing soft foundation structure comprising tubular pole, concrete stub and uplift pile, tubular pole include tip, pipe
The both ends of body and pipe cap, pipe shaft are connect with tip and pipe cap respectively, and tip and pipe shaft are embedded in soft soil foundation, outside pipe shaft
Side is provided with reinforcing rib, and one end of reinforcing rib and the outer wall of pipe shaft connect, and the other end of reinforcing rib is along the direction far from pipe shaft
Tilt down setting；Concrete stub includes stub cavity and is filled in the intracorporal concrete of stub chamber, and stub cavity is arranged
In the outside of pipe cap, in pipe shaft and stub cavity, concrete stub and uplift pile are more and arrange in more for concreting
Row, any two rows uplift pile centre have row's concrete stub；The middle part of each uplift pile by more inclination on support with
The top of concrete stub connects, and the middle part of each uplift pile is connected by the lower support of more inclinations and the lower part of concrete stub
It connects.
Optionally, in the other embodiments of the utility model, adjacent uplift pile and concrete stub are staggered,
Any one concrete stub is reinforced by four uplift piles.
Optionally, in the other embodiments of the utility model, pass through cross in the middle part of the adjacent uplift pile of any two
It is connected to support.
Optionally, in the other embodiments of the utility model, the outer surface of concrete stub is provided with multiple first
Upper bolt ring and multiple first lower bolt rings, the outer surface of uplift pile is provided with multiple second bolt rings, two supported in inclination
End connect with bolt ring on first and the second bolt ring respectively, tilt the lower both ends supported respectively with first under bolt ring and second
Bolt ring connection, the both ends of cross-brace are connect with the second bolt ring in two adjacent uplift piles respectively.
Optionally, in the other embodiments of the utility model, the surface of uplift pile is additionally provided with multiple for adjusting
The wire winding pole of the length of lower support and cross-brace is supported, tilted in inclination.
Optionally, in the other embodiments of the utility model, concrete-bar component is provided in pipe shaft, concrete-bar component includes
Fixed link, horizontal element and vertical parts, vertical parts is annular in shape and is coaxially disposed with pipe shaft, and horizontal element includes the first of square crossing
The infall of bar and the second bar, the first bar and the second bar is connect with fixed link, the both ends of the first bar respectively with the inner wall of vertical parts
Connection, the both ends of the second bar are connect with the inner wall of vertical parts respectively.
Optionally, in the other embodiments of the utility model, concrete-bar component further includes connection ring, the first bar and second
Bar is connect by connection ring with fixed link, internal screw thread is provided in connection ring, fixed link is provided with the outer spiral shell with screw-internal thread fit
Line.
Optionally, in the other embodiments of the utility model, the first bar is provided with the first hangnail, and the one of the first hangnail
End is connect with the first bar, and the other end of the first hangnail tilts extension along close to the direction of fixed link and separate first bar.
Optionally, in the other embodiments of the utility model, the second bar is provided with the second hangnail, and the one of the second hangnail
End is connect with the second bar, and the other end of the second hangnail is tilted along the direction far from fixed link and far from the second bar to be extended.
A kind of reinforcement of foundation comprising above-mentioned beach reinforcing soft foundation structure.
The beneficial effect of the utility model embodiment for example,
Beach reinforcing soft foundation structure provided by the utility model is by the way that tubular pole to be inserted in beach soft base, the outside of pipe shaft
Reinforcing rib can effectively avoid beach soft base there is a situation where sinking, enhance the bearing capacity of beach soft base.Then by stub
Cavity is sheathed on the outside of pipe cap, and the casting concrete into stub cavity, and concrete is able to enter pipe shaft and fills full stub
Cavity forms concrete stub, enhances the bearing capacity of pipe shaft.Meanwhile more uplift piles 130 being also inserted in beach soft base,
Concrete stub and uplift pile are more and arrangement is in multiple rows of, have row's concrete stub among any two rows uplift piles；Benefit
Concrete stub is surrounded with uplift pile, while being added concrete stub using lower support is supported and tilted in inclination
Gu it effectively prevent concrete stub to shift or depression, so that tubular pole, concrete stub and uplift pile form entirety,
More preferably, more evenly, beach reinforcing soft foundation structure is easy for installation, stable structure for load for bearing capacity, effectively strengthens beach soft base, just
In carrying out various constructions in beach soft base.
In addition, reinforcement of foundation provided by the utility model, can reinforce the bearing capacity of ground, be conducive on the ground
It constructs on base.
Detailed description of the invention
It, below will be to use required in embodiment in order to illustrate more clearly of the technical solution of the utility model embodiment
Attached drawing be briefly described, it should be understood that the following drawings illustrates only some embodiments of the utility model, therefore should not be by
Regard the restriction to range as, for those of ordinary skill in the art, without creative efforts, may be used also
To obtain other relevant attached drawings according to these attached drawings.
Fig. 1 is the structural schematic diagram of beach reinforcing soft foundation structure provided by the embodiment of the utility model；
Structural representation when Fig. 2 is tubular pole provided by the embodiment of the utility model and concrete-bar component cooperation under the first visual angle
Figure；
Structural representation when Fig. 3 is tubular pole provided by the embodiment of the utility model and concrete-bar component cooperation under the second visual angle
Figure；
Fig. 4 is the structural schematic diagram of concrete stub and uplift pile provided by the embodiment of the utility model.
Icon: 100- beach reinforcing soft foundation structure；110- tubular pole；111- tip；112- pipe shaft；113- pipe cap；114- adds
Strengthening tendons；120- concrete stub；121- stub cavity；122- concrete；Bolt ring on 123- first；The lower bolt of 124- first
Ring；130- uplift pile；It is supported in 131- inclination；The lower support of 132- inclination；133- cross-brace；The second bolt ring of 134-；135-
Wire winding pole；140- concrete-bar component；141- fixed link；142- horizontal element；143- vertical parts；The first bar of 144-；The second bar of 145-；
146- connection ring；The first hangnail of 147-；The second hangnail of 148-.
Specific embodiment
It is practical new below in conjunction with this to keep the objectives, technical solutions, and advantages of the embodiments of the present invention clearer
Attached drawing in type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that is retouched
The embodiment stated is the utility model a part of the embodiment, instead of all the embodiments.Usually here in attached drawing description and
The component of the utility model embodiment shown can be arranged and be designed with a variety of different configurations.
Therefore, requirement is not intended to limit to the detailed description of the embodiments of the present invention provided in the accompanying drawings below
The scope of the utility model of protection, but it is merely representative of the selected embodiment of the utility model.Based in the utility model
Embodiment, every other embodiment obtained by those of ordinary skill in the art without making creative efforts, all
Belong to the range of the utility model protection.
It should also be noted that similar label and letter indicate similar terms in following attached drawing, therefore, once a certain Xiang Yi
It is defined in a attached drawing, does not then need that it is further defined and explained in subsequent attached drawing.
It is in the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", " perpendicular
Directly ", the orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, or
The utility model product using when the orientation or positional relationship usually put or those skilled in the art usually understand
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.In addition, term " first ", " second ", " third " etc. are only used for distinguishing description, it is not understood to indicate or imply phase
To importance.
In addition, the terms such as term "horizontal", "vertical", " pendency " are not offered as requiring component abswolute level or pendency, and
It is that can be slightly tilted.It is not to indicate the structure if "horizontal" only refers to that its direction is more horizontal with respect to for "vertical"
It has to fully horizontally, but can be slightly tilted.
In the description of the present invention, it should also be noted that, unless otherwise clearly defined and limited, term " is set
Set ", " installation ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection,
Or it is integrally connected；It can be mechanical connection, be also possible to be electrically connected；It can be directly connected, intermediary can also be passed through
It is indirectly connected, can be the connection inside two elements.For the ordinary skill in the art, it can be managed with concrete condition
Solve the concrete meaning of above-mentioned term in the present invention.
Embodiment
Fig. 1 is please referred to, the present embodiment provides a kind of beach reinforcing soft foundation structures 100 comprising tubular pole 110, concrete column
Pier 120 and uplift pile 130.
Fig. 2 and Fig. 3 are please referred to, tubular pole 110 can partially be inserted in beach soft base and reinforce to beach soft base, reinforce
Effect is good, and the bearing capacity of beach soft base has obtained great enhancing.Specifically, tubular pole 110 include tip 111, pipe shaft 112 and
Pipe cap 113, the both ends of pipe shaft 112 are connect with tip 111 and pipe cap 113 respectively, and it is soft that tip 111 and pipe shaft 112 are embedded at beach
In base,
Wherein, tip 111 is generally conical, and for being inserted in beach soft base, conical structure is conducive to be inserted into
Beach soft base.
The substantially hollow cylindrical of pipe shaft 112, tip 111 are connect with pipe shaft 112, and tip 111 is inserted into together with pipe shaft 112
In beach soft base, after being inserted into ground, can into pipe shaft 112 placing concrete 122 to enhance the tight of pipe shaft 112 and beach soft base
Close property.The outside of pipe shaft 112 is provided with reinforcing rib 114, and one end of reinforcing rib 114 is connect with the outer wall of pipe shaft 112, reinforcing rib
114 other end tilts down setting along the direction far from pipe shaft 112；The setting of reinforcing rib 114 can enhance pipe shaft 112 with
The binding force of beach soft base, and reinforcing rib 114 is obliquely installed obliquely, effectively avoids beach soft base there is a situation where sinking,
Enhance the bearing capacity of beach soft base.
Pipe cap 113 is not inserted into beach soft base, and pipe cap 113 is used to increase the contact surface of pipe shaft 112 Yu concrete stub 120
Product.In the present embodiment, it is provided with concrete-bar component 140 in pipe shaft 112, is poured in tubular pole 110 and is inoculated with concrete 122, concrete 122 is filled out
It fills and forms 122 layers of concrete in the gap in concrete-bar component 140, be conducive to the bearing capacity for increasing pipe shaft 112, and then promote beach
The bearing capacity of soft base.
Concrete-bar component 140 include fixed link 141, horizontal element 142 and vertical parts 143, vertical parts 143 it is annular in shape and with pipe
Body 112 is coaxially disposed, and horizontal element 142 includes the first bar 144 and the second bar 145 of square crossing, the first bar 144 and the second bar
145 infall is connect with fixed link 141, and the both ends of the first bar 144 are connect with the inner wall of vertical parts 143 respectively, the second bar 145
Both ends connect respectively with the inner wall of vertical parts 143.
The end of fixed link 141 is connected to the bottom of pipe shaft 112, and the first bar 144 connects shape with 145 square crossing of the second bar
At " ten " font, in other words, axis of the fixed link 141 as vertical parts 143, and the first bar 144 and the second bar 145 are as perpendicular
Two diameters of straight part 143.In the present embodiment, above-mentioned vertical parts 143 is multiple and uniformly divides along the axial direction of fixed link 141
Cloth, horizontal element 142 are also multiple and correspond to the distribution of vertical parts 143.Multiple vertical parts 143 and multiple horizontal elements 142, which are formed, to be handed over
Wrong bar construction is conducive to the bearing capacity for promoting pipe shaft 112.
Further, concrete-bar component 140 further includes connection ring 146, and the first bar 144 and the second bar 145 pass through connection ring 146
It is connect with fixed link 141.Internal screw thread is provided in connection ring 146, fixed link 141 is provided with the external screw thread with screw-internal thread fit.
First bar 144 and the second bar 145 are respectively connected on the outer ring of connection ring 146, and vertical parts 143 is connected to the first bar 144 and
Two one end of bar 145 far from connection ring 146, it is whole that vertical parts 143, the first bar 144, the second bar 145 and connection ring 146 form one
Body, and the inner ring of connection ring 146 is connect by screw thread with fixed link 141, in the present embodiment, by rotating connection ring 146, is realized
Multiple vertical parts 143 and multiple horizontal elements 142 are individually secured to the different location of fixed link 141.
In order to further enhance the bearing capacity of pipe shaft 112, in the present embodiment, the first bar 144 is provided with the first hangnail
147, one end of the first hangnail 147 is connect with the first bar 144, and the other end of the first hangnail 147 is along close to fixed link 141 and far
Direction from the first bar 144, which tilts, to be extended.Second bar 145 is provided with the second hangnail 148, one end and second of the second hangnail 148
Bar 145 connects, and the other end of the second hangnail 148 is tilted along the direction far from fixed link 141 and far from the second bar 145 to be extended.
In the present embodiment, by being arranged on the first bar 144 and the second bar 145 towards the first different hangnails 147 respectively
With the second hangnail 148, the contact area with concrete 122, while comprehensive enhancing bearing capacity can be enhanced, so that reinforcing bar group
Part 140 is not only apart from bearing capacity vertically and horizontally, while other directions also have support, is conducive to improve and hold
Carry power.
Turning back to refering to fig. 1, concrete stub 120 is sheathed on the part that tubular pole 110 leaks out beach soft base, is used for so that pipe
Stake 110 load more evenly, effective control settlement.Specifically, concrete stub 120 includes stub cavity 121 and is filled in
Concrete 122 in stub cavity 121, stub cavity 121 are sheathed on the outside of pipe cap 113, and concrete 122 is poured in pipe shaft
112 and stub cavity 121 in.In the present embodiment, concrete stub 120 is cylinder, and stub cavity 121 is coated on pipe cap completely
113 outside realizes that the part that tubular pole 110 is leaked out beach soft base coats completely.
Fig. 1 and Fig. 4 are please referred to, uplift pile 130 is also cylinder, and the diameter of uplift pile 130 is smaller, and uplift pile 130 is more
It root and rows of is inserted in beach soft base.Above-mentioned tubular pole 110 is also more and rows of arrangement, due to concrete stub
120 number and position are corresponding with tubular pole 110, and therefore, concrete stub 120 is also multiple, and is arranged in multiple rows of, any two rows
There is row's concrete stub 120 among uplift pile 130；The middle part of each uplift pile 130 by more inclination on support 131 with
The top of concrete stub 120 connects, and the middle part of each uplift pile 130 passes through the lower support 132 of more inclinations and concrete stub
120 lower part connection.
It further, in this embodiment adjacent uplift pile 130 and concrete stub 120 is staggered, that is to say, appoint
Anticipate around a concrete stub 120 around four uplift piles 130, in other words, four uplift piles 130 formed it is two rows of and
Form rectangle, and concrete stub 120 is located at the rectangular center, due to concrete stub 120 and uplift pile 130 it
Between be attached by support 131 in inclination and the lower support 132 of inclination, therefore, in the present embodiment, any one concrete column
Pier 120 is reinforced by four uplift piles 130.
In order to further strengthen the stability between uplift pile 130, in the present embodiment, by the adjacent uplift pile of any two
130 middle part is connected by cross-brace 133.
For the ease of the connection of support 131, inclination lower support 132 and cross-brace 133 in inclination, by concrete column
The outer surface of pier 120 is provided with bolt ring 123 and multiple first lower bolt rings 124, the outer surface of uplift pile 130 on multiple first
Be provided with multiple second bolt rings 134, in inclination the both ends of support 131 respectively with first on bolt ring 123 and the second bolt ring
134 connections, the both ends for tilting lower support 132 are connect with the first lower bolt ring 124 and the second bolt ring 134 respectively, cross-brace
133 both ends are connect with the second bolt ring 134 in two adjacent uplift piles 130 respectively.Bolt ring 123 and first on first
Lower bolt ring 124 can be inserted in concrete stub 120, likewise, the second bolt ring 134 can be inserted in uplift pile 130
It is interior, great efforts are connected, it is more stable.
Wherein, it is notable that is indicated is concrete for term " 131 are supported in inclination " and " the lower support 132 of inclination "
Stub 120 and the connection site of uplift pile 130 are not on sustained height, thus caused by inclination, " being supported in inclination herein
131 " be inclination upwards, and " the lower support 132 of inclination " is to tilt down.And what term " cross-brace 133 " indicated is any two
The connection site of adjacent uplift pile 130 is on sustained height, and when connection is in a horizontal state.
In addition, the surface of uplift pile 130 is additionally provided with multiple supports 131 in adjusting inclination, 132 and of the lower support of inclination
The wire winding pole 135 of the length of cross-brace 133.The length of 132 and cross-brace 133 is supported under support 131, inclination in inclination
It is elongated, when can not effectively be tensed, support 131, the lower support 132 of inclination and cross-brace 133 in inclination can be wound
In on wire winding pole 135, support 131, the lower support 132 of inclination and cross-brace 133 in inclination are tensed to realize, in order to provide
Better tensile force.
The working principle of beach reinforcing soft foundation structure 100 is: the tubular pole 110 of beach reinforcing soft foundation structure 100 is inserted in
In beach soft base, the tip 111 of tubular pole 110 is conducive to the insertion of tubular pole 110, the outside setting of pipe shaft 112 adds in cone
Strengthening tendons 114 can effectively avoid beach soft base there is a situation where sinking, and enhance the bearing capacity of beach soft base.In 111 He of tip
After pipe shaft 112 is entirely insertable beach soft base, pipe cap 113 is connect with pipe shaft 112.Then stub cavity 121 is sheathed on pipe cap
113 outside, and the casting concrete 122 into stub cavity 121, concrete 122 are able to enter pipe shaft 112 and fill full stub
Cavity 121 forms concrete stub 120.Concrete 122 can be with the vertical parts 143 in pipe shaft 112, horizontal element 142 and solid
Fixed pole 141 forms armored concrete 122, to enhance the bearing capacity of pipe shaft 112.Meanwhile more uplift piles 130 also being plugged
In in beach soft base, the diameter of uplift pile 130 is less than the diameter of tubular pole 110, and concrete stub 120 and uplift pile 130 are more
And arrangement has row's concrete stub 120 among any two rows uplift piles 130 in multiple rows of；Adjacent uplift pile 130 and coagulation
Earth pillar pier 120 is staggered, any one concrete stub 120 is reinforced by four uplift piles 130.Any two phase
The top of adjacent uplift pile 130 is connected by cross-brace 133.Concrete stub 120 is surrounded using uplift pile 130,
Concrete stub 120 is reinforced using support 131 in inclination and inclination lower support 132 simultaneously, effectively prevent concrete column
Pier 120 shifts or depression, and cross-brace 133 can also reinforce multiple uplift piles 130, so that tubular pole 110, coagulation
Earth pillar pier 120 and uplift pile 130 form entirety, and bearing capacity more preferably, more evenly, pacify load by beach reinforcing soft foundation structure 100
Dress is convenient, and stable structure effectively strengthens beach soft base, convenient for carrying out various constructions in beach soft base.
In addition, the utility model additionally provides a kind of reinforcement of foundation comprising above-mentioned beach reinforcing soft foundation structure
100, the bearing capacity of ground can be reinforced, be conducive to construct on the ground.
In conclusion beach reinforcing soft foundation structure 100 provided by the utility model is soft by the way that tubular pole 110 is inserted in beach
In base, the reinforcing rib 114 in the outside of pipe shaft 112 can effectively avoid beach soft base there is a situation where sinking, and it is soft to enhance beach
The bearing capacity of base.Stub cavity 121 is then sheathed on to the outside of pipe cap 113, and the casting concrete into stub cavity 121
122, concrete 122, which is able to enter pipe shaft 112 and fills full stub cavity 121, forms concrete stub 120, enhances pipe shaft
112 bearing capacity.Meanwhile more uplift piles 130 being also inserted in beach soft base, concrete stub 120 and uplift pile 130 are
More and arrangement have row's concrete stub 120 among any two rows uplift piles 130 in multiple rows of；It will be mixed using uplift pile 130
Solidifying earth pillar pier 120 is surrounded, while being added concrete stub 120 using support 131 in inclination and the lower support 132 of inclination
Gu effectivelying prevent concrete stub 120 to shift or depression, so that tubular pole 110, concrete stub 120 and uplift pile 130
Entirety is formed, more preferably, more evenly, beach reinforcing soft foundation structure 100 is easy for installation, stable structure for load for bearing capacity, effectively adds
Consolidate beach soft base, convenient for carrying out various constructions in beach soft base.
In addition, the utility model additionally provides a kind of reinforcement of foundation comprising above-mentioned beach reinforcing soft foundation structure
100, the bearing capacity of ground can be reinforced, be conducive to construct on the ground.
The above descriptions are merely preferred embodiments of the present invention, is not intended to limit the utility model, for this
For the technical staff in field, various modifications and changes may be made to the present invention.It is all in the spirit and principles of the utility model
Within, any modification, equivalent replacement, improvement and so on should be included within the scope of protection of this utility model.
Claims (10)
1. a kind of beach reinforcing soft foundation structure, which is characterized in that it includes tubular pole, concrete stub and uplift pile, the pipe
Stake includes tip, pipe shaft and pipe cap, and the both ends of the pipe shaft connects with the tip and the pipe cap respectively, the tip with
The pipe shaft is embedded in soft soil foundation, and reinforcing rib, one end of the reinforcing rib and the pipe are provided on the outside of the pipe shaft
The outer wall of body connects, and the other end of the reinforcing rib tilts down setting along the direction far from the pipe shaft；The concrete
Stub includes stub cavity and is filled in the intracorporal concrete of stub chamber, and the stub cavity is sheathed on the pipe cap
Outside, in the pipe shaft and the stub cavity, the concrete stub and the uplift pile are more for the concreting
Root and arrangement is in multiple rows of, has concrete stub described in a row among any two rows of uplift piles；Each uplift pile
Middle part is connect by supporting in more inclinations with the top of the concrete stub, and the middle part of each uplift pile passes through more
The lower support of inclination is connect with the lower part of the concrete stub.
2. beach reinforcing soft foundation structure according to claim 1, which is characterized in that the adjacent uplift pile and described mixed
Solidifying earth pillar pier is staggered, and any one of concrete stub is reinforced by four uplift piles.
3. beach reinforcing soft foundation structure according to claim 1, which is characterized in that the adjacent uplift pile of any two
Middle part pass through cross-brace connect.
4. beach reinforcing soft foundation structure according to claim 3, which is characterized in that the outer surface of the concrete stub is set
It is equipped with bolt ring and multiple first lower bolt rings on multiple first, the outer surface of the uplift pile is provided with multiple second bolts
Ring, the both ends supported in the inclination are connect with bolt ring on described first and second bolt ring respectively, under the inclination
The both ends of support are connect with the described first lower bolt ring and second bolt ring respectively, the both ends of the cross-brace respectively with
Second bolt ring connection in two adjacent uplift piles.
5. beach reinforcing soft foundation structure according to claim 3, which is characterized in that the surface of the uplift pile is additionally provided with
Multiple wire winding poles for being used to adjust the length of support and the cross-brace under support, the inclination in the inclination.
6. beach reinforcing soft foundation structure according to claim 1, which is characterized in that be provided with reinforcing bar group in the pipe shaft
Part, the concrete-bar component include fixed link, horizontal element and vertical parts, and the vertical parts is annular in shape and coaxially sets with the pipe shaft
It sets, the horizontal element includes the first bar and the second bar of square crossing, the infall and institute of first bar and second bar
Fixed link connection is stated, the both ends of first bar are connect with the inner wall of the vertical parts respectively, the both ends difference of second bar
It is connect with the inner wall of the vertical parts.
7. beach reinforcing soft foundation structure according to claim 6, which is characterized in that the concrete-bar component further includes connection
Ring, first bar and second bar are connect by the connection ring with the fixed link, are provided in the connection ring interior
Screw thread, the fixed link are provided with the external screw thread with the screw-internal thread fit.
8. beach reinforcing soft foundation structure according to claim 6, which is characterized in that first bar is provided with first and falls
Thorn, one end of first hangnail are connect with first bar, and the other end of first hangnail is along close to the fixed link
And the direction far from first bar tilts and extends.
9. beach reinforcing soft foundation structure according to claim 6, which is characterized in that second bar is provided with second and falls
Thorn, one end of second hangnail are connect with second bar, and the other end of second hangnail is along far from the fixed link
And the direction far from second bar tilts and extends.
10. a kind of reinforcement of foundation, which is characterized in that it includes that the described in any item beach soft bases of claim 1-9 such as add
Fixing structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821245794.8U CN208777295U (en) | 2018-08-02 | 2018-08-02 | Beach reinforcing soft foundation structure and reinforcement of foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821245794.8U CN208777295U (en) | 2018-08-02 | 2018-08-02 | Beach reinforcing soft foundation structure and reinforcement of foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208777295U true CN208777295U (en) | 2019-04-23 |
Family
ID=66155235
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821245794.8U Expired - Fee Related CN208777295U (en) | 2018-08-02 | 2018-08-02 | Beach reinforcing soft foundation structure and reinforcement of foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208777295U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111472339A (en) * | 2020-03-12 | 2020-07-31 | 浙江大学城市学院 | Grid type soft soil foundation |
| CN111501818A (en) * | 2020-05-08 | 2020-08-07 | 江苏海洋大学 | Cement rod foundation for soft soil area and rapid construction method thereof |
-
2018
- 2018-08-02 CN CN201821245794.8U patent/CN208777295U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111472339A (en) * | 2020-03-12 | 2020-07-31 | 浙江大学城市学院 | Grid type soft soil foundation |
| CN111501818A (en) * | 2020-05-08 | 2020-08-07 | 江苏海洋大学 | Cement rod foundation for soft soil area and rapid construction method thereof |
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Granted publication date: 20190423 Termination date: 20200802 |