CN209482290U - A kind of assembled basement process device of soft soil foundation - Google Patents
A kind of assembled basement process device of soft soil foundation Download PDFInfo
- Publication number
- CN209482290U CN209482290U CN201920074078.6U CN201920074078U CN209482290U CN 209482290 U CN209482290 U CN 209482290U CN 201920074078 U CN201920074078 U CN 201920074078U CN 209482290 U CN209482290 U CN 209482290U
- Authority
- CN
- China
- Prior art keywords
- concrete
- ground
- concrete frame
- reinforcing rib
- extension board
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model discloses a kind of assembled basement process devices of soft soil foundation, including ground basic body, ground basic body includes concrete frame, stiffener assembly and connection component, it is provided in ground basic body in ground groove and ground groove filled with gravel layer, ground basic body is located in ground groove and concrete frame is pressed on the gravel layer, concrete frame is equipped with stiffener assembly in the inside of rectangular parallelepiped structure and the concrete frame, it is filled with outside concrete and the concrete frame in the concrete frame and is outward extended with an extension board, connection component includes concrete-pile and limiting groove, the both ends of the ground groove pour the concrete-pile respectively and the surface of the concrete-pile is provided with limiting groove along its short transverse, the both ends of the concrete frame are fixed in the limiting groove and the concrete frame Concrete is also filled between the limiting groove.The utility model is effectively reduced settlement of foundation speed and reduces its construction time.
Description
Technical field
The utility model relates to basement process device, the assembled basement process device of specially a kind of soft soil foundation.
Background technique
Soft soil foundation is primarily referred to as: underground water is high, and embankment and structure stability thereon is poor and is easy to happen sedimentation
Ground.The common method of Soft Ground is mainly include the following types: excavate cushion, Sand-gravel-cushion Technioue, packing sedimentation by throwing stones method, row at present
Water concretion method, reinforcing soil pile, sand wick, 7. heavy-tamping methods.For current marsh, beach belt muck soil (stream modeling-it is soft
Modeling) processing method of shallow layer foundation mainly has: 1. excavate cushions；2. Sand-gravel-cushion Technioue；3. packing sedimentation by throwing stones method；4. draining concretion method.
The problems such as removing method 2, other methods all exist: long construction period, at high cost.And 2 quick construction of method, simply, but cannot
For soil supporting layer compression modulus < 2.5MPa ground under bed course, there are use condition limitations.
Utility model content
(1) the technical issues of solving
In view of the deficiencies of the prior art, the utility model provides a kind of assembled basement process device solution of soft soil foundation
Existing Soft Ground of having determined has that the construction time is long and ground is easy sedimentation.
(2) technical solution
To achieve the above object, the utility model provides the following technical solutions: at a kind of assembled ground of soft soil foundation
Device is managed, including ground basic body, described ground basic body include concrete frame, stiffener assembly and connection component, ground basic body
On be provided with filled with gravel layer in ground groove and ground groove, ground basic body is located in ground groove and concrete frame is pressed in
On the gravel layer, the concrete frame is equipped with stiffener assembly in the inside of rectangular parallelepiped structure and the concrete frame, adds
Strong component includes reinforcing rib A and reinforcing rib B, the reinforcing rib A and reinforcing rib B in x-shape interlock structure and the reinforcing rib A and adds
The both ends of strengthening tendons B extend respectively into outside the two sides of the concrete frame, and concrete and institute are filled in the concrete frame
It states and is outward extended with an extension board, respectively extension board A and extension board B, the extension board A and extension board outside concrete frame
B is located at the both side surface of the ground groove, and the connection component includes concrete-pile and limiting groove, the ground groove
Both ends pour the concrete-pile respectively and the surface of the concrete-pile is provided with limiting groove along its short transverse, it is described
The both ends of concrete frame are fixed in the limiting groove and also fill up between the concrete frame and the limiting groove
There is concrete.
Preferably, the extension board A and extension board B is made of hard plastic material, the extension board A and extension board B
Side be embedded in the two sides of the concrete frame, the both ends of the extension board A and extension board B extend to the concrete-pile
Place.
Preferably, the reinforcing rib A and reinforcing rib B is made and the company of the reinforcing rib A and reinforcing rib B of high tensile reinforcement
Place is met inserted with connecting column.
Preferably, multiple stiffener assemblies are equipped with along its short transverse in the concrete frame.
Preferably, gravel layer is also filled between the concrete-pile and ground groove.
Preferably, the surface of the concrete frame and concrete-pile is coated with erosion shield.
(3) beneficial effect
The utility model provides a kind of construction safety alarming device.Have following the utility model has the advantages that the utility model
It is provided with ground groove in ground basic body, gravel layer is filled in ground groove, the effect of gravel layer is to reinforce entire soft soil foundation
Mechanical strength, then concrete frame is set in ground groove, concrete frame bracket is pressed on gravel layer, thus is avoided that
Poured in place concrete saves the construction time, and the inside of concrete frame is equipped with stiffener assembly, and stiffener assembly includes reinforcing rib A
Prolong respectively with reinforcing rib B, the reinforcing rib A and reinforcing rib B in the both ends of x-shape interlock structure and the reinforcing rib A and reinforcing rib B
Outside the two sides for reaching the concrete frame, it is filled with concrete in concrete frame, thus can use reinforcing rib A and adds
Strengthening tendons B reinforces the mechanicalness of entire concrete frame, and concrete frame is avoided to be broken, and coagulation is filled in the concrete frame
Be outward extended with outside the native and described concrete frame extension board, respectively extension board A and extension board B, the extension board A and
Extension board B is located at the both side surface of the ground groove, increases the contact surface of concrete frame and soft soil foundation in this way, reduces
The speed that its pressure, in this way reduction concrete sink, the both ends of the ground groove have poured the concrete-pile and institute respectively
The surface for stating concrete-pile is provided with limiting groove along its short transverse, and it is recessed that the both ends of the concrete frame are fixed on the limit
In slot, convenient for the fixation of concrete frame and concrete-pile, reinforce its connectivity.
Detailed description of the invention
Fig. 1 is the concrete frame structure schematic diagram of the utility model；
Fig. 2 is the schematic diagram of internal structure of the utility model concrete frame；
Fig. 3 is the structural schematic diagram of the connection component of the utility model.
In figure: 1, basic body；2, ground groove；3, gravel layer；4, concrete-pile；5, limiting groove；6, concrete frame
Frame；7, reinforcing rib A；8, reinforcing rib B；9, extension board A；10, extension board B；11, connecting column；12, concrete；13, stiffener assembly；
14, connection component.
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.
As shown in Figure 1-3, the utility model provides a kind of technical solution: a kind of assembled basement process dress of soft soil foundation
It sets, including ground basic body 1, described ground basic body 1 includes concrete frame 6, stiffener assembly 13 and connection component 14, and ground is basic
It is provided on body 1 filled with gravel layer 3 in ground groove 2 and ground groove 2, ground basic body 1 is located in ground groove 2 and concrete
Frame 6 is pressed on the gravel layer 3, and the concrete frame 6 is equipped in the inside of rectangular parallelepiped structure and the concrete frame 6
Stiffener assembly, stiffener assembly include reinforcing rib A7 and reinforcing rib B8, the reinforcing rib A7 and reinforcing rib B8 in x-shape interlock structure and
The both ends of the reinforcing rib A7 and reinforcing rib B8 extend respectively into outside the two sides of the concrete frame 6, the concrete frame 6
Interior be filled with outside concrete 12 and the concrete frame 6 is outward extended with an extension board, respectively extension board A9 and extension
Plate B10, the extension board A9 and extension board B10 are located at the both side surface of the ground groove 2, and the connection component includes coagulation
Native stake 4 and limiting groove 5, the both ends of the ground groove 2 have poured the concrete-pile 4 and the concrete-pile 4 respectively
Surface be provided with limiting groove 5 along its short transverse, the both ends of the concrete frame 6 be fixed in the limiting groove 5 and
Concrete 12 is also filled between the concrete frame 6 and the limiting groove 5.
In the present embodiment, the extension board A9 and extension board B10 is made of hard plastic material, the extension board A9
It is embedded in the two sides of the concrete frame 6 with the side of extension board B10, the both ends of the extension board A9 and extension board B10 are prolonged
It reaches at the concrete-pile 4.By reinforcing the contact area with soft soil foundation, reduces pressure, concrete frame 6 is avoided to decline
Degree.
In the present embodiment, the reinforcing rib A7 and reinforcing rib B8 be made of high tensile reinforcement and the reinforcing rib A7 and plus
The junction of strengthening tendons B8 is inserted with connecting column 11.Reinforce the connectivity between reinforcing rib A7 and reinforcing rib B8.
In the present embodiment, multiple stiffener assemblies are equipped with along its short transverse in the concrete frame 6.Avoid concrete
Frame fractures.
In the present embodiment, gravel layer 3 is also filled between the concrete-pile 4 and ground groove 2.Enhance soft soil foundation
Mechanical strength.
In the present embodiment, the surface of the concrete frame 6 and concrete-pile 4 is coated with erosion shield.It is anti-
Only it corrodes because of underground water.
In fig. 1-3, the utility model is provided with ground groove 2 in ground basic body, fills gravel layer 3 in ground groove 2,
The effect of gravel layer 3 is to reinforce the mechanical strength of entire soft soil foundation, and concrete frame 6 is then arranged in ground groove 2, is mixed
Solidifying soil frame 6 is pressed on gravel layer 3, thus is avoided that poured in place concrete, is saved the construction time, the inside of concrete frame 6
Equipped with stiffener assembly 13, stiffener assembly 13 includes that reinforcing rib A7 and reinforcing rib B8, the reinforcing rib A7 and reinforcing rib B8 are handed in X-type
The both ends of wrong structure and the reinforcing rib A7 and reinforcing rib B8 extend respectively into outside the two sides of the concrete frame 6, concrete
It is filled with concrete 12 in frame 6, thus can use the machine that reinforcing rib A7 and reinforcing rib B8 reinforces entire concrete frame 6
Tool avoids concrete frame 6 from being broken, filled with equal outside concrete 12 and the concrete frame 6 in the concrete frame 6
It is outward extended with an extension board, respectively extension board A9 and extension board B10, the extension board A9 and extension board B10 are located at described
The both side surface of ground groove 2 increases the contact surface of concrete frame 6 and soft soil foundation in this way, reduces its pressure, drops in this way
The speed that low concrete sinks, the both ends of the ground groove 2 have poured the concrete-pile 4 and the concrete-pile 4 respectively
Surface be provided with limiting groove 5 along its short transverse, the both ends of the concrete frame 6 are fixed in the limiting groove 5, just
In the fixation of concrete frame 6 and concrete-pile 4, reinforce its connectivity.
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.In the absence of more restrictions, the element limited by sentence "including a ...", it is not excluded that
There is also other identical elements in process, method, article or equipment including the 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. a kind of assembled basement process device of soft soil foundation, including ground basic body (1), it is characterised in that: the ground is basic
Body (1) includes concrete frame (6), stiffener assembly (13) and connection component (14), and ground basic body is provided with ground groove on (1)
(2) and in ground groove (2) gravel layer (3) are filled with, ground basic body (1) is located in ground groove (2) and concrete frame (6)
It is pressed on the gravel layer (3), the concrete frame (6) sets in the inside of rectangular parallelepiped structure and the concrete frame (6)
There is stiffener assembly, stiffener assembly includes reinforcing rib A (7) and reinforcing rib B (8), and the reinforcing rib A (7) and reinforcing rib B (8) are in X-type
Cross structure and the both ends of the reinforcing rib A (7) and reinforcing rib B (8) extend respectively into the two sides of the concrete frame (6)
Outside, concrete (12) are filled in the concrete frame (6) and the concrete frame (6) is outward extended with an extension outside
Plate, respectively extension board A (9) and extension board B (10), the extension board A (9) and extension board B (10) are located at the ground groove
(2) both side surface, the connection component include concrete-pile (4) and limiting groove (5), and the two of the ground groove (2)
End pours the concrete-pile (4) respectively and the surface of the concrete-pile (4) is provided with limiting groove along its short transverse
(5), the both ends of the concrete frame (6) are fixed in the limiting groove (5) and the concrete frame (6) and the limit
Concrete (12) are also filled between position groove (5).
2. a kind of assembled basement process device of soft soil foundation according to claim 1, it is characterised in that: the extension
Plate A (9) and extension board B (10) is made of hard plastic material, and the side of the extension board A (9) and extension board B (10) are inlayed
In the two sides of the concrete frame (6), the both ends of the extension board A (9) and extension board B (10) extend to the concrete-pile
(4) at.
3. a kind of assembled basement process device of soft soil foundation according to claim 1, it is characterised in that: the reinforcement
Muscle A (7) and reinforcing rib B (8) be made of high tensile reinforcement and the junction of the reinforcing rib A (7) and reinforcing rib B (8) inserted with
Connecting column (11).
4. a kind of assembled basement process device of soft soil foundation according to claim 1, it is characterised in that: the coagulation
Multiple stiffener assemblies are equipped with along its short transverse in native frame (6).
5. a kind of assembled basement process device of soft soil foundation according to claim 1, it is characterised in that: the coagulation
Gravel layer (3) are also filled between native stake (4) and ground groove (2).
6. a kind of assembled basement process device of soft soil foundation according to claim 1, it is characterised in that: the coagulation
The surface of native frame (6) and concrete-pile (4) is coated with erosion shield.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920074078.6U CN209482290U (en) | 2019-01-17 | 2019-01-17 | A kind of assembled basement process device of soft soil foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920074078.6U CN209482290U (en) | 2019-01-17 | 2019-01-17 | A kind of assembled basement process device of soft soil foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209482290U true CN209482290U (en) | 2019-10-11 |
Family
ID=68131413
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920074078.6U Expired - Fee Related CN209482290U (en) | 2019-01-17 | 2019-01-17 | A kind of assembled basement process device of soft soil foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209482290U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112411578A (en) * | 2020-11-04 | 2021-02-26 | 苏州市八都建筑有限公司 | Plain-fill retaining wall under soft soil foundation and construction method thereof |
| CN113183290A (en) * | 2021-05-14 | 2021-07-30 | 国网陕西省电力公司西安供电公司 | Factory prefabricated outdoor power equipment foundation and manufacturing and installing method thereof |
-
2019
- 2019-01-17 CN CN201920074078.6U patent/CN209482290U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112411578A (en) * | 2020-11-04 | 2021-02-26 | 苏州市八都建筑有限公司 | Plain-fill retaining wall under soft soil foundation and construction method thereof |
| CN113183290A (en) * | 2021-05-14 | 2021-07-30 | 国网陕西省电力公司西安供电公司 | Factory prefabricated outdoor power equipment foundation and manufacturing and installing method thereof |
| CN113183290B (en) * | 2021-05-14 | 2022-08-26 | 国网陕西省电力公司西安供电公司 | Factory prefabricated outdoor power equipment foundation and manufacturing and installing method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102296507B (en) | Treatment method of subgrade cracks | |
| CN209482290U (en) | A kind of assembled basement process device of soft soil foundation | |
| CN206956742U (en) | High precipitous rock roadbed side slope repair system | |
| CN107060116A (en) | A kind of high-pressure slip-casting blocking method stitched for building settlement | |
| CN208632983U (en) | A kind of structure for reinforcing existing bridge Extended chemotherapy and bridge pier | |
| CN109681235A (en) | Method for repairing highway tunnel lining cavity with poor surrounding rock | |
| CN109778653A (en) | A kind of concrete structure crack method for repairing and mending | |
| CN209324375U (en) | A kind of reparation structure of the poor highway tunnel lining cavity of pair of country rock | |
| CN109667262A (en) | Karst water falling hole plugging structure and construction method thereof | |
| CN104652371A (en) | Overflow cemented rock-fill dam established based on old dam and construction method thereof | |
| CN104762967B (en) | The envelope stake device of the anchor jacked pile of a kind of improvement and construction method | |
| CN108708742A (en) | Combined retaining structure for concrete pipe sheet anchor pole deviation | |
| CN105220680A (en) | A kind of draining deal pile reinforces Soft Clay Foundation and construction method thereof | |
| CN212477620U (en) | Structure for building gravity dam on deep and thick covering layer | |
| CN209099339U (en) | A kind of assembled basement process device of soft soil foundation | |
| CN206956791U (en) | A kind of new-old concrete interface waterproof sealing structure | |
| CN109736151A (en) | Ballastless track sleeper separation and empty hoisting repair structure and method | |
| CN104612016A (en) | Quick municipal road first-aid repair method | |
| CN204551470U (en) | A kind of envelope stake device of anchor jacked pile of improvement | |
| CN211006396U (en) | Reinforced structure of concrete original bridge | |
| CN106869092B (en) | A kind of construction method of force reduction pool bottom ruggedized construction | |
| CN209652672U (en) | A kind of Anti-settling device of highway subgrade | |
| CN110029549B (en) | Treatment method for rockfill subgrade void cracking | |
| CN110374019A (en) | Road and bridge crack bracing means and its reinforcement means | |
| CN209324423U (en) | A kind of reparation structure that water seepage of tunnel is left white |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210426 Address after: 030006 No. 131 Xinjian Road, Taiyuan City, Shanxi Province Patentee after: Shanxi Engineering Vocational College Address before: 030006 No. 131 Xinjian Road, Taiyuan City, Shanxi Province Patentee before: Zhao Lianping |
|
| 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: 20191011 Termination date: 20220117 |