CN208152008U - Soft soil foundation stabilization by drainage pipe and reinforcement of foundation - Google Patents
Soft soil foundation stabilization by drainage pipe and reinforcement of foundation Download PDFInfo
- Publication number
- CN208152008U CN208152008U CN201820593351.1U CN201820593351U CN208152008U CN 208152008 U CN208152008 U CN 208152008U CN 201820593351 U CN201820593351 U CN 201820593351U CN 208152008 U CN208152008 U CN 208152008U
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- bar
- soft soil
- pipe
- soil foundation
- pipe shaft
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Abstract
The utility model relates to foundation construction apparatus field, a kind of soft soil foundation stabilization by drainage pipe and reinforcement of foundation are provided.The soft soil foundation stabilization by drainage pipe, it includes multiple tubular poles, attachment beam and vacuum equipment, tubular pole includes tip, pipe shaft and pipe cap, the both ends of pipe shaft are connect with tip and pipe cap respectively, cylindric inner tube is provided in pipe shaft, water sucting cavity is formed between pipe shaft and inner tube, rubble is filled in water sucting cavity, multiple inlet openings are provided on the outside of pipe shaft, pipe cap is connect with attachment beam, and accommodating cavity is offered in attachment beam, and vacuum equipment is provided with suction hose, suction hose is embedded in accommodating cavity and is connected to water sucting cavity, and the other end of suction hose is connected to vacuum equipment.By improving the structure of pipe shaft, pipe shaft aspirates the moisture of different depth in weak soil, to reduce the water content of weak soil, enhances the bearing capacity of weak soil itself, effectively strengthens soft soil foundation.In addition, the reinforcement of foundation can reinforce the bearing capacity of ground.
Description
Technical field
The utility model relates to foundation construction apparatus field, in particular to a kind of soft soil foundation stabilization by drainage pipe with
And reinforcement of foundation.
Background technique
With the continuous development of infrastructure construction in china, a large amount of architectural engineering, road are built on soft soil foundation
Engineering, hydraulic engineering etc..The location of soft soil foundation has the characteristics that void ratio is big, moisture content is high, sedimentation is big, and the soft soil foundation is not
It is suitable for road construction engineering, hydraulic engineering etc., need to constructing to after reinforced soft soil ground.Current soft soil foundation mainly passes through precompressed
Method, cushion, cement mixing pile method etc. are reinforced, but the reinforcing of these structures is there are long construction period, reinforcement depth is shallow, holds
Carry the drawbacks such as power is smaller.
Utility model content
The purpose of this utility model can will be in weak soil ground for example including providing a kind of soft soil foundation stabilization by drainage pipe
The a large amount of water contained are adsorbed, to enhance the bearing capacity of soft soil foundation.
The purpose of this utility model further includes providing a kind of reinforcement of foundation, can reinforce the bearing capacity of ground.
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 soft soil foundation stabilization by drainage pipe comprising multiple tubular poles, attachment beam and vacuum equipment, tubular pole include pipe
Point, pipe shaft and pipe cap, the both ends of pipe shaft are connect with tip and pipe cap respectively, and cylindric inner tube, pipe shaft are provided in pipe shaft
Form water sucting cavity between inner tube, rubble be filled in water sucting cavity, be provided with multiple inlet openings on the outside of pipe shaft, pipe cap with connect
Beam connection, offers accommodating cavity in attachment beam, and vacuum equipment is provided with suction hose, suction hose be embedded in accommodating cavity and with water suction
Chamber connection, the other end of suction hose are connected to vacuum equipment.
Optionally, in the preferred embodiment of the utility model, the suction hose of above-mentioned soft soil foundation stabilization by drainage pipe and company
Beam is connect to be detachably connected.
Optionally, in the preferred embodiment of the utility model, setting in the inner tube of above-mentioned soft soil foundation stabilization by drainage pipe
There is concrete-bar component, concrete-bar component includes fixed link, horizontal element and vertical parts, and vertical parts is annular in shape and is coaxially disposed with pipe shaft,
Horizontal element includes the first bar and the second bar of square crossing, and the infall of the first bar and the second bar is connect with fixed link, the first bar
Both ends connect respectively with the inner wall of vertical parts, the both ends of the second bar are connect with the inner wall of vertical parts respectively.
Optionally, in the preferred embodiment of the utility model, the concrete-bar component of above-mentioned soft soil foundation stabilization by drainage pipe is also
Including connection ring, the first bar and the second bar are connect by connection ring with fixed link, internal screw thread are provided in connection ring, fixed link is set
It is equipped with the external screw thread with screw-internal thread fit.
Optionally, in the preferred embodiment of the utility model, the first bar of above-mentioned soft soil foundation stabilization by drainage pipe is arranged
There is the first hangnail, one end of the first hangnail is connect with the first bar, and the other end of the first hangnail is along close to fixed link and far from the
The direction of one bar, which tilts, to be extended.
Optionally, in the preferred embodiment of the utility model, the second bar of above-mentioned soft soil foundation stabilization by drainage pipe is arranged
There is the second hangnail, one end of the second hangnail is connect with the second bar, and the other end of the second hangnail is along far from fixed link and far from the
The direction of two bars, which tilts, to be extended.
Optionally, in the preferred embodiment of the utility model, the vertical parts of above-mentioned soft soil foundation stabilization by drainage pipe is more
A and along fixed link axial direction is uniformly distributed, and horizontal element is also multiple and corresponds to vertical parts distribution.
Optionally, in the preferred embodiment of the utility model, the outside of the pipe shaft of above-mentioned soft soil foundation stabilization by drainage pipe
Be provided with reinforcing rib, one end of reinforcing rib and the outer wall of pipe shaft connect, the other end of reinforcing rib along the direction far from pipe shaft to
On be obliquely installed.
Optionally, in the preferred embodiment of the utility model, around the tubular pole of above-mentioned soft soil foundation stabilization by drainage pipe
Armoured concrete slab is provided on soft soil foundation, armoured concrete slab and tubular pole are located in same level height.
A kind of reinforcement of foundation comprising above-mentioned soft soil foundation stabilization by drainage pipe.
The beneficial effect of the utility model embodiment be for example including：
Soft soil foundation stabilization by drainage pipe provided by the utility model is by plugging the tubular pole of soft soil foundation stabilization by drainage pipe
In in soft soil foundation, after tip and pipe shaft are entirely insertable soft soil foundation, first with the inlet opening on pipe shaft to different in weak soil
The moisture of height and position is aspirated, and vacuum equipment can reinforce the extracting force to moisture, so as to quickly by the water in weak soil
Divide and be sucked out, reduces the water content of weak soil, enhance the bearing capacity of weak soil.After completing to the suction of moisture, pass through the pipe to tubular pole
Body casting concrete, to enhance the bearing capacity of pipe shaft.In the present embodiment, by improving the structure of pipe shaft, enable pipe shaft
It is enough that the moisture of different depth in weak soil is aspirated, to reduce the water content of weak soil, enhance the bearing capacity of weak soil itself, weak soil
Foundation drainage reinforcing pipe is easy for installation, and stable structure effectively strengthens soft soil foundation, convenient for carrying out various apply on soft soil foundation
Work.
In addition, reinforcement of foundation provided by the utility model comprising above-mentioned soft soil foundation stabilization by drainage pipe, it can
The bearing capacity for reinforcing ground, is conducive to construct on the ground.
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 soft soil foundation stabilization by drainage pipe provided by the embodiment of the utility model；
Fig. 2 is the structural schematic diagram of the tubular pole of soft soil foundation stabilization by drainage pipe provided by the embodiment of the utility model；
Fig. 3 is the knot in the tubular pole of soft soil foundation stabilization by drainage pipe provided by the embodiment of the utility model after casting concrete
Structure schematic diagram；
Fig. 4 is the structural schematic diagram of the pipe shaft of soft soil foundation stabilization by drainage pipe provided by the embodiment of the utility model.
Icon：100- soft soil foundation stabilization by drainage pipe；101- tubular pole；102- attachment beam；103- vacuum equipment；104- water suction
Pipe；105- accommodation groove；110- tip；120- pipe shaft；The inlet opening 1201-；121- concrete-bar component；122- fixed link；123- is horizontal
Part；The first bar of 124-；The first hangnail of 1241-；The second bar of 125-；The second hangnail of 1251-；126- vertical parts；127- connection ring；
128- reinforcing rib；129- inner tube；1291- water sucting cavity；130- pipe cap.
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 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 soft soil foundation stabilization by drainage pipes 100 comprising multiple tubular poles 101 connect
Connect beam 102 and vacuum equipment 103.Tubular pole 101 can be inserted in soft soil foundation and soft soil foundation is drained and reinforced, and add
Gu effect is good, the bearing capacity of soft soil foundation has obtained great enhancing.Vacuum equipment 103 is for adsorbing weak soil out of tubular pole 101
Moisture content in ground enhances the bearing capacity of soft soil foundation to reduce the water content in weak soil.
Tubular pole 101 include tip 110, pipe shaft 120 and pipe cap 130, the both ends of pipe shaft 120 respectively with tip 110 and pipe
Cap 130 connects.
It is provided with cylindric inner tube 129 in pipe shaft 120, forms water sucting cavity 1291 between pipe shaft 120 and inner tube 129, inhales
Rubble is filled in water cavity 1291, the outside of pipe shaft 120 is provided with multiple inlet openings 1201, and pipe cap 130 and attachment beam 102 connect
It connects, accommodation groove 105 is offered in attachment beam 102, vacuum equipment 103 is provided with suction hose 104, and suction hose 104 is embedded at accommodating
It is connected in chamber 105 and with water sucting cavity 1291, the other end of suction hose 104 is connected to vacuum equipment 103.
The water content of weak soil is high, and then causes the bearing capacity of weak soil poor, and in the present embodiment, pipe shaft 120 is inserted into weak soil, soft
Moisture in soil can enter pipe shaft 120 by the inlet opening 1201 on pipe shaft 120, since the depth that pipe shaft 120 is inserted into is deeper,
The moisture of weak soil different height can be adsorbed, specifically, in the present embodiment, by vacuum equipment 103 to pipe shaft
Moisture in 120 is adsorbed, and adsorption effect is good, advantageously reduces the water content in weak soil.
Further, due to being a prolonged process, this implementation in the process adsorbed to the moisture in weak soil
Example can protect suction hose 104 to greatest extent, keep away by being embedded at suction hose 104 in the accommodation groove 105 of attachment beam 102
Absorb-free pipe 104 is ruptured there is a situation where being trampled, and is protected suction hose 104, is improved adsorption effect.In addition, suction hose
104 are detachably connected with attachment beam 102, convenient for dismantling to suction hose 104, convenient disassembly after absorption completely.
Next the structure of tubular pole 101 will be specifically described.
Wherein, tip 110 is generally conical, and for being inserted in soft soil foundation, conical structure is conducive to be inserted into
Soft soil foundation.
The substantially hollow cylindrical of pipe shaft 120, tip 110 are connect with pipe shaft 120, and tip 110 is inserted into together with pipe shaft 120
In soft soil foundation, after being inserted into ground, can into pipe shaft 120 placing concrete to enhance the close of pipe shaft 120 and soft soil foundation
Property.
In the present embodiment, it is provided with concrete-bar component 121 in the inner tube 129 of pipe shaft 120, after water suction, to tubular pole 101
It inside pours and is inoculated with concrete, Concrete Filled is in the gap of concrete-bar component 121 and inner tube 129 and inner tube 129 and pipe shaft 120
Gap in form concrete layer (as shown in Figure 3), be conducive to the bearing capacity for increasing pipe shaft 120, and then promotion soft soil foundation
Bearing capacity.
Concrete-bar component 121 include fixed link 122, horizontal element 123 and vertical parts 126, vertical parts 126 it is annular in shape and with pipe
Body 120 is coaxially disposed, and horizontal element 123 includes the first bar 124 and the second bar 125 of square crossing, the first bar 124 and the second bar
125 infall is connect with fixed link 122, and the both ends of the first bar 124 are connect with the inner wall of vertical parts 126 respectively, the second bar 125
Both ends connect respectively with the inner wall of vertical parts 126.
The end of fixed link 122 is connected to the bottom of pipe shaft 120, and the first bar 124 connects shape with 125 square crossing of the second bar
At " ten " font, in other words, axis of the fixed link 122 as vertical parts 126, and the first bar 124 and the second bar 125 are as perpendicular
Two diameters of straight part 126.In the present embodiment, above-mentioned vertical parts 126 is multiple and uniformly divides along the axial direction of fixed link 122
Cloth, horizontal element 123 are also multiple and correspond to the distribution of vertical parts 126.Multiple vertical parts 126 and multiple horizontal elements 123, which are formed, to be handed over
Wrong bar construction is conducive to the bearing capacity for promoting pipe shaft 120.
Further, Fig. 2 and Fig. 4 are please referred to, concrete-bar component 121 further includes connection ring 127, the first bar 124 and
Two bars 125 are connect by connection ring 127 with fixed link 122.Be provided with internal screw thread in connection ring 127, fixed link 122 be provided with
The external screw thread of screw-internal thread fit.First bar 124 and the second bar 125 are respectively connected on the outer ring of connection ring 127, vertical parts 126
Be connected to the first bar 124 and second one end of bar 125 far from connection ring 127, vertical parts 126, the first bar 124, the second bar 125 with
And 127 shape of connection ring is integral, and the inner ring of connection ring 127 is connect by screw thread with fixed link 122, in the present embodiment, is led to
Rotation connection ring 127 is crossed, realizes the different positions that multiple vertical parts 126 and multiple horizontal elements 123 are individually secured to fixed link 122
It sets.
In order to further enhance the bearing capacity of pipe shaft 120, in the present embodiment, the first bar 124 is provided with the first hangnail
1241, one end of the first hangnail 1241 is connect with the first bar 124, and the other end of the first hangnail 1241 is along close to fixed link 122
And the direction far from the first bar 124 tilts and extends.Second bar 125 is provided with the second hangnail 1251, one end of the second hangnail 1251
It is connect with the second bar 125, the other end of the second hangnail 1251 inclines along the direction far from fixed link 122 and far from the second bar 125
Tiltedly extend.
In the present embodiment, by being arranged on the first bar 124 and the second bar 125 towards the first different hangnails 1241 respectively
With the second hangnail 1251, the contact area with concrete, while comprehensive enhancing bearing capacity can be enhanced, so that concrete-bar component
121 not only apart from bearing capacity vertically and horizontally, while other directions also have support, is conducive to improve carrying
Power.
In addition, being provided with reinforcing rib 128 in the outside of pipe shaft 120, one end of reinforcing rib 128 and the outer wall of pipe shaft 120 connect
It connects, the other end of reinforcing rib 128 is obliquely installed upwards along the direction far from pipe shaft 120.In the present embodiment, not only in pipe shaft
Increase contact of the pipe shaft 120 with concrete in 120, while the reinforcing rib 128 tilted upward be also set in the outside of pipe shaft 120,
The side that reinforcing rib 128 is connect with pipe shaft 120 forms taper, convenient for being inserted in soft soil foundation, and reinforcing rib 128 and pipe shaft
Gap between 120, when reinforcing rib 128 and pipe shaft 120 are inserted into soft soil foundation, the weak soil of surrounding can be filled in reinforcing rib 128
In gap between pipe shaft 120, reinforcing rib 128 and pipe shaft 120 are firmly embedded in soft soil foundation at this time, reinforcement performance
It is more excellent.
Multiple pipe caps 130 are connected by attachment beam 102, and the top of attachment beam 102 is provided with the construction layer of armored concrete
(not shown).The setting of the construction layer of armored concrete is constructed convenient for the surface of the construction layer in armored concrete, is constructed
It is convenient, and the bearing capacity for increasing soft soil foundation that the soft soil foundation stabilization by drainage pipe 100 of bottom can increase.
The working principle of soft soil foundation stabilization by drainage pipe 100 is：The tubular pole 101 of soft soil foundation stabilization by drainage pipe 100 is inserted
In soft soil foundation, the tip 110 of tubular pole 101 is conducive to the insertion of tubular pole 101, in tip 110 and pipe shaft in cone
After 120 are entirely insertable soft soil foundation, first with the inlet opening 1201 on pipe shaft 120 to the moisture of different height position in weak soil into
Row suction, vacuum equipment 103 can reinforce the extracting force to moisture, so that quickly the moisture in weak soil is sucked out, reduce soft
The water content of soil, enhances the bearing capacity of weak soil.It is mixed by being poured to the pipe shaft 120 of tubular pole 101 after completing to the suction of moisture
Solidifying soil, concrete can form armored concrete with vertical parts 126, horizontal element 123 and the fixed link 122 in pipe shaft 120, and
And concrete can also be filled between inner tube 129 and pipe shaft 120, part concrete can also be leaked out from inlet opening 1201 and weak soil
Contact, significantly enhances the bearing capacity of pipe shaft 120, and the reinforcing rib 128 in 120 outside of pipe shaft can increase pipe shaft 120 and outer
The connectivity robustness of side weak soil, and then enhance the stability of pipe shaft 120.After the completion of concreting, by pipe cap 130 and pipe shaft
120 connections, speed up and pipe cap 130 are connected on attachment beam 102, and the construction layer of armored concrete, steel are arranged on attachment beam 102
The setting of the construction layer of reinforced concrete is constructed convenient for the surface of the construction layer in armored concrete, easy for construction, and bottom
The bearing capacity for the increase soft soil foundation that the soft soil foundation stabilization by drainage pipe 100 in portion can increase.In the present embodiment, managed by improving
The structure of body 120 enables pipe shaft 120 to aspirate the moisture of different depth in weak soil, to reduce the water content of weak soil,
Enhance the bearing capacity of weak soil itself, soft soil foundation stabilization by drainage pipe 100 is easy for installation, stable structure, with effectively strengthening weak soil
Base, convenient for carrying out various constructions on soft soil foundation.
In addition, the utility model additionally provides a kind of reinforcement of foundation comprising above-mentioned soft soil foundation stabilization by drainage pipe
100, the bearing capacity of ground can be reinforced, be conducive to construct on the ground.
In conclusion soft soil foundation stabilization by drainage pipe 100 provided by the utility model is by by soft soil foundation stabilization by drainage
The tubular pole 101 of pipe 100 is inserted in soft soil foundation, after tip 110 and pipe shaft 120 are entirely insertable soft soil foundation, first with pipe
The moisture of different height position in weak soil is aspirated in inlet opening 1201 on body 120, and vacuum equipment 103 can be reinforced to water
The extracting force divided reduces the water content of weak soil, enhances the bearing capacity of weak soil so that quickly the moisture in weak soil is sucked out.?
After completing to the suction of moisture, by 120 casting concrete of pipe shaft to tubular pole 101, concrete can be with erecting in pipe shaft 120
Straight part 126, horizontal element 123 and fixed link 122 form armored concrete, to enhance the bearing capacity of pipe shaft 120.Work as coagulation
After the completion of soil pours, pipe cap 130 is connect with pipe shaft 120.In the present embodiment, by improving the structure of pipe shaft 120, so that pipe shaft
120 can aspirate the moisture of different depth in weak soil, to reduce the water content of weak soil, enhance the carrying of weak soil itself
Power, soft soil foundation stabilization by drainage pipe 100 is easy for installation, and stable structure effectively strengthens soft soil foundation, convenient on soft soil foundation
Carry out various constructions.
In addition, reinforcement of foundation provided by the utility model comprising above-mentioned soft soil foundation stabilization by drainage pipe 100,
The bearing capacity that can reinforce ground is 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 soft soil foundation stabilization by drainage pipe, which is characterized in that it includes multiple tubular poles, attachment beam and vacuum equipment, institute
Stating tubular pole includes tip, pipe shaft and pipe cap, and the both ends of the pipe shaft are connect with the tip and the pipe cap respectively, the pipe
It is provided with cylindric inner tube in body, forms water sucting cavity between the pipe shaft and said inner tube, is filled in the water sucting cavity broken
Stone is provided with multiple inlet openings on the outside of the pipe shaft, and the pipe cap is connect with the attachment beam, is offered in the attachment beam
Accommodating cavity, the vacuum equipment are provided with suction hose, and the suction hose is embedded in the accommodating cavity and connects with the water sucting cavity
Logical, the other end of the suction hose is connected to the vacuum equipment.
2. soft soil foundation stabilization by drainage pipe according to claim 1, which is characterized in that the suction hose and the attachment beam
It is detachably connected.
3. soft soil foundation stabilization by drainage pipe according to claim 1, which is characterized in that be provided with reinforcing bar group in said inner tube
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.
4. soft soil foundation stabilization by drainage pipe according to claim 3, 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.
5. soft soil foundation stabilization by drainage pipe according to claim 3, 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.
6. soft soil foundation stabilization by drainage pipe according to claim 3, 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.
7. soft soil foundation stabilization by drainage pipe according to claim 3, which is characterized in that the vertical parts is multiple and along institute
The axial direction for stating fixed link is uniformly distributed, and the horizontal element is also multiple and corresponds to vertical parts distribution.
8. soft soil foundation stabilization by drainage pipe according to claim 1, which is characterized in that be provided with and add on the outside of the pipe shaft
Strengthening tendons, one end of the reinforcing rib are connect with the outer wall of the pipe shaft, and the other end of the reinforcing rib is along far from the pipe shaft
Direction be obliquely installed upwards.
9. soft soil foundation stabilization by drainage pipe according to claim 1, which is characterized in that the soft soil foundation around the tubular pole
On be provided with armoured concrete slab, the armoured concrete slab and the tubular pole are located in same level height.
10. a kind of reinforcement of foundation, which is characterized in that it includes such as the described in any item soft soil foundation rows of claim 1-9
Water reinforcing pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820593351.1U CN208152008U (en) | 2018-04-23 | 2018-04-23 | Soft soil foundation stabilization by drainage pipe and reinforcement of foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820593351.1U CN208152008U (en) | 2018-04-23 | 2018-04-23 | Soft soil foundation stabilization by drainage pipe and reinforcement of foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208152008U true CN208152008U (en) | 2018-11-27 |
Family
ID=64375186
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820593351.1U Expired - Fee Related CN208152008U (en) | 2018-04-23 | 2018-04-23 | Soft soil foundation stabilization by drainage pipe and reinforcement of foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208152008U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115233510A (en) * | 2022-07-25 | 2022-10-25 | 中铁七局集团有限公司 | Anti-settlement roadbed structure and construction method |
-
2018
- 2018-04-23 CN CN201820593351.1U patent/CN208152008U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115233510A (en) * | 2022-07-25 | 2022-10-25 | 中铁七局集团有限公司 | Anti-settlement roadbed structure and construction method |
| CN115233510B (en) * | 2022-07-25 | 2023-05-16 | 中铁七局集团有限公司 | Roadbed structure capable of preventing settlement and construction method |
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| 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: 20181127 Termination date: 20190423 |