CN209099339U - 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
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- CN209099339U CN209099339U CN201821901050.7U CN201821901050U CN209099339U CN 209099339 U CN209099339 U CN 209099339U CN 201821901050 U CN201821901050 U CN 201821901050U CN 209099339 U CN209099339 U CN 209099339U
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- split type
- grade slab
- type grade
- card hole
- soft soil
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Abstract
The utility model discloses a kind of assembled basement process devices of soft soil foundation, including foundation mechanism and bindiny mechanism, foundation mechanism is fixedly connected with bindiny mechanism, cross-shaped configuration is set by split type grade slab, realize that the position between split type grade slab and split type grade slab is mobile by external connection component, internal slide of the movable block in shifting chute, when the position of movable block reaches ideal position, it limits card hole A and limits the coincidence of card hole B, screw is inserted into coincidence position to be fixed, fastening bolt is tightened again, realize the fixation between two groups of split type grade slabs, bindiny mechanism also meets the position adjustable function between split type grade slab while playing the role of being connected and fixed, when soft soil foundation sink uneven, without all grounds of dismantling, the position of the split type grade slab in part need to be only adjusted i.e. Can, manpower and material resources have been saved, cost is reduced, have been shortened the construction period, the operating flexibility of device is increased, practicability is stronger.
Description
Technical field
The utility model relates to Soft Soil Subgrade Treatment Techniques field, the assembled basement process of specially a kind of soft soil foundation
Device.
Background technique
Highway industry specification refers to that intensity is low to the definition of soft soil foundation, the higher soft layer of decrement, most
Containing certain organic substance, since weak soil intensity is low, landing amount is big, and very big harm is often brought to road engineering, such as locates
It is improper to manage, and the construction and use of Hui Gei highway make a big impact, and is primarily referred to as: underground water is high, embankment and structure thereon
Stability difference and the ground for being easy to happen sedimentation, the common method of Soft Ground is changed mainly include the following types: excavating at present
Method, Sand-gravel-cushion Technioue, packing sedimentation by throwing stones method, draining concretion method, reinforcing soil pile, sand wick and heavy-tamping method are filled out, for current marsh, beach
The processing method of muck soil (stream modeling-soft modeling) shallow layer foundation of ground belt mainly has: excavating cushion, Sand-gravel-cushion Technioue, jackstone and squeezes
Silt method and draining concretion method, the assembled basement process device of existing soft soil foundation mostly use greatly single plate material splice and combine and
At, ground occur differential settlement when, need to remove entire ground or to some region of ground carry out overall pulling down, take
When it is laborious, increase cost, extend the duration, operating flexibility is poor, and practicability is not high.
Utility model content
The purpose of this utility model is to provide a kind of assembled basement process device of soft soil foundation, have reduction at
Originally, shorten the construction period, the advantage that operating flexibility is high and practicability is stronger, can solve the problems of the prior art.
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 foundation mechanism and bindiny mechanism, foundation mechanism are fixedly connected with bindiny mechanism, foundation mechanism is split type by multiple groups
Grade slab composition, split type grade slab are set as cross-shaped configuration, are carried out between every group of split type grade slab by bindiny mechanism
Connection, bindiny mechanism includes internal connection component and external connection component, and internal connection component is mounted on split type grade slab
Inside, internal connection component include upper junction plate, lower connecting plate, fixed pillar, weld tabs and screw hole, one end weldering of upper junction plate
It connecing on the inner cavity top of split type grade slab, the other end of upper junction plate is fixedly connected by screw hole with lower connecting plate, under
The bottom of connecting plate is fixed on the intracavity bottom of split type grade slab, and fixed pillar is located at the cross folding of split type grade slab
Crook, fixed pillar are fixedly connected by screw hole with the upper part of split type grade slab, and weld tabs is located on split type grade slab
Partial bending part is attached between split type grade slab and split type grade slab by external connection component, external connection
Component includes that lifter plate, shifting chute, limit card hole A, fastening bolt, limit card hole B and movable block, the side of lifter plate are fixed on
On fixed pillar, the inside of lifter plate offers shifting chute, and the both ends of shifting chute are equipped with limit card hole A, limit card hole A and limit
The geomery of position card hole B is consistent, and limit card hole B is provided on movable block, and fastening bolt, movable block are installed in the inside of movable block
One end in the internal slide of shifting chute, the other end of movable block is fixed on the inside of another group of split type grade slab.
Preferably, the split type grade slab is set as hollow split type structure, and split type grade slab uses PVC material
It is made.
Preferably, the external connection component is provided with two groups, and two groups of external connection components are separately mounted to fixed pillar
Adjacent two sides.
Preferably, the lifter plate realizes the fixed company with movable block by the engaging of limit card hole A and limit card hole B
It connects.
Preferably, the cross sectional shape of the upper junction plate and lower connecting plate is U-shaped.
Preferably, the inner wall of the outer wall of the upper junction plate and lower connecting plate connects, i.e., outside the U-type groove of upper junction plate
Portion's size is consistent with the U-type groove inside dimension of lower connecting plate.
Compared with prior art, the beneficial effects of the utility model are as follows:
The assembled basement process device of this soft soil foundation is led to by setting cross-shaped configuration for split type grade slab
It crosses external connection component and realizes that the position between split type grade slab and split type grade slab is mobile, movable block is in shifting chute
Portion's sliding, when the position of movable block reaches ideal position, screw is inserted into and is overlapped by limit card hole A and the coincidence for limiting card hole B
Position is fixed, then fastening bolt is tightened, and realizes the fixation between two groups of split type grade slabs, bindiny mechanism is in the company of playing
The position adjustable function between split type grade slab is also met while connecing fixed function, is sunk in soft soil foundation uneven
When, without all grounds of dismantling, the position of the split type grade slab in part need to be only adjusted, save manpower and material resources,
Cost is reduced, is shortened the construction period, the operating flexibility of device is increased, practicability is stronger.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model；
Fig. 2 is the foundation mechanism outside schematic diagram of the utility model；
Fig. 3 is the foundation mechanism schematic internal view of the utility model；
Fig. 4 is the external connection assembly connecting mode schematic diagram of the utility model；
Fig. 5 is that the lifter plate of the utility model and movable block install connection schematic diagram.
In figure: 1, foundation mechanism；11, split type grade slab；2, bindiny mechanism；21, internal connection component；211, upper connection
Plate；212, lower connecting plate；213, fixed pillar；214, weld tabs；215, screw hole；22, external connection component；221, lifter plate；
222, shifting chute；223, card hole A is limited；224, fastening bolt；225, card hole B is limited；226, movable block.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Please refer to Fig. 1-5, a kind of assembled basement process device of soft soil foundation, including foundation mechanism 1 and bindiny mechanism
2, foundation mechanism 1 is fixedly connected with bindiny mechanism 2, and foundation mechanism 1 is made of the split type grade slab 11 of multiple groups, split type grade slab
11 are set as cross-shaped configuration, are attached between every group of split type grade slab 11 by bindiny mechanism 2, bindiny mechanism 2 includes
Internal connection component 21 and external connection component 22, internal connection component 21 are mounted on the inside of split type grade slab 11, internal
Connection component 21 includes upper junction plate 211, lower connecting plate 212, fixed pillar 213, weld tabs 214 and screw hole 215, upper junction plate
211 one end is welded on the inner cavity top of split type grade slab 11, the other end of upper junction plate 211 by screw hole 215 with
Lower connecting plate 212 is fixedly connected, and the bottom of lower connecting plate 212 is fixed on the intracavity bottom of split type grade slab 11, fixed branch
Column 213 is located at the cross bending part of split type grade slab 11, and fixed pillar 213 passes through screw hole 215 and split type grade slab
11 upper part is fixedly connected, and weld tabs 214 is located at the bending part of part on split type grade slab 11, split type grade slab 11 with point
It is attached between body formula grade slab 11 by external connection component 22, external connection component 22 includes lifter plate 221, shifting chute
222, card hole A223, fastening bolt 224, limit card hole B225 and movable block 226, the side of lifter plate 221 is limited to be fixed on
To determine on pillar 213, the inside of lifter plate 221 offers shifting chute 222, and the both ends of shifting chute 222 are equipped with limit card hole A223,
It is consistent with the limit geomery of card hole B225 to limit card hole A223, limit card hole B225 is provided on movable block 226, movable block
Fastening bolt 224 is installed in 226 inside, one end of movable block 226 shifting chute 222 internal slide, movable block 226 it is another
End is fixed on the inside of another group of split type grade slab 11, and split type grade slab 11 is set as hollow split type structure, seperated
Formula grade slab 11 is made of PVC material, and external connection component 22 is provided with two groups, and two groups of external connection components 22 are installed respectively
In the adjacent two sides of fixed pillar 213, lifter plate 221 by limit card hole A223 and limit card hole B225 engaging realize and
Movable block 226 is fixedly connected, and the cross sectional shape of upper junction plate 211 and lower connecting plate 212 is U-shaped, upper junction plate 211 it is outer
The inner wall of wall and lower connecting plate 212 contact connectio, i.e. the U-type groove external dimensions of upper junction plate 211 are U-shaped with lower connecting plate 212
Slot inside dimension is consistent.
Working principle: split type grade slab 11 is set as cross-shaped configuration, is realized by external connection component 22 split type
Position between grade slab 11 and split type grade slab 11 is mobile, and movable block 226 works as movement in the internal slide of shifting chute 222
When the position of block 226 reaches ideal position, screw is inserted into and is overlapped position by limit card hole A223 and the coincidence for limiting card hole B225
It is fixed, then fastening bolt 224 is tightened, realize the fixation between two groups of split type grade slabs 11, bindiny mechanism 2 is playing
The position adjustable function between split type grade slab 11 is also met while being connected and fixed effect.
In summary: the assembled basement process device of this soft soil foundation, by setting ten for split type grade slab 11
Font structure realizes that the position between split type grade slab 11 and split type grade slab 11 is mobile by external connection component 22,
Movable block 226 shifting chute 222 internal slide, when the position of movable block 226 reaches ideal position, limit card hole A223 and
Screw is inserted into coincidence position and is fixed, then fastening bolt 224 is tightened by the coincidence for limiting card hole B225, realizes two components
Fixation between body formula grade slab 11, bindiny mechanism 2 also meet split type grade slab while playing the role of being connected and fixed
Position adjustable function between 11, only need to be split type by part without all grounds of dismantling when soft soil foundation sink uneven
The position of grade slab 11 is adjusted, and has saved manpower and material resources, reduces cost, shortens the construction period, and increases the operation spirit of device
Activity, practicability are stronger.
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of assembled basement process device of soft soil foundation, including foundation mechanism (1) and bindiny mechanism (2), foundation mechanism
(1) it is fixedly connected with bindiny mechanism (2), it is characterised in that: the foundation mechanism (1) is by the split type grade slab of multiple groups (11) group
Be set as cross-shaped configuration at, split type grade slab (11), between every group of split type grade slab (11) by bindiny mechanism (2) into
Row connection, the bindiny mechanism (2) includes internal connection component (21) and external connection component (22), internal connection component (21)
Be mounted on the inside of split type grade slab (11), internal connection component (21) include upper junction plate (211), lower connecting plate (212),
Fixed pillar (213), weld tabs (214) and screw hole (215), one end of upper junction plate (211) are welded on split type grade slab
(11) on inner cavity top, the other end of upper junction plate (211) is fixedly connected by screw hole (215) with lower connecting plate (212),
The bottom of lower connecting plate (212) is fixed on the intracavity bottom of split type grade slab (11), and fixed pillar (213) are located at split type
The cross bending part of grade slab (11), fixed pillar (213) pass through the top of screw hole (215) and split type grade slab (11)
Point be fixedly connected, weld tabs (214) is located at the bending part of part on split type grade slab (11), split type grade slab (11) with it is seperated
It is attached between formula grade slab (11) by external connection component (22), the external connection component (22) includes lifter plate
(221), shifting chute (222), limit card hole A (223), fastening bolt (224), limit card hole B (225) and movable block (226), rise
The side of drop plate (221) is fixed on fixed pillar (213), and the inside of lifter plate (221) offers shifting chute (222), mobile
The both ends of slot (222) are equipped with limit card hole A (223), limit card hole A (223) and the geomery one for limiting card hole B (225)
It causes, limit card hole B (225) is provided on movable block (226), and fastening bolt (224) are installed in the inside of movable block (226), mobile
In the internal slide of shifting chute (222), the other end of movable block (226) is fixed on another group split typely for one end of block (226)
The inside of substrate (11).
2. a kind of assembled basement process device of soft soil foundation according to claim 1, it is characterised in that: the fission
Formula grade slab (11) is set as hollow split type structure, and split type grade slab (11) is made of PVC material.
3. a kind of assembled basement process device of soft soil foundation according to claim 1, it is characterised in that: the outside
Connection component (22) is provided with two groups, and two groups of external connection components (22) are separately mounted to the adjacent two sides of fixed pillar (213)
Face.
4. a kind of assembled basement process device of soft soil foundation according to claim 1, it is characterised in that: the lifting
Plate (221) is by limit card hole A (223) and limits the engaging realization of card hole B (225) and being fixedly connected for movable block (226).
5. a kind of assembled basement process device of soft soil foundation according to claim 1, it is characterised in that: the upper company
The cross sectional shape of fishplate bar (211) and lower connecting plate (212) is U-shaped.
6. a kind of assembled basement process device of soft soil foundation according to claim 1, it is characterised in that: the upper company
The outer wall of fishplate bar (211) and the inner wall of lower connecting plate (212) connect, i.e., the U-type groove external dimensions of upper junction plate (211) with
The U-type groove inside dimension of lower connecting plate (212) is consistent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821901050.7U CN209099339U (en) | 2018-11-19 | 2018-11-19 | A kind of assembled basement process device of soft soil foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821901050.7U CN209099339U (en) | 2018-11-19 | 2018-11-19 | A kind of assembled basement process device of soft soil foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209099339U true CN209099339U (en) | 2019-07-12 |
Family
ID=67160336
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821901050.7U Expired - Fee Related CN209099339U (en) | 2018-11-19 | 2018-11-19 | A kind of assembled basement process device of soft soil foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209099339U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111155390A (en) * | 2020-01-09 | 2020-05-15 | 江苏科技大学 | Fabricated road suitable for mudflat stratum and construction method thereof |
| CN111441207A (en) * | 2020-04-07 | 2020-07-24 | 安徽省交通规划设计研究总院股份有限公司 | Soft foundation treatment split type guest grid replacing and filling structure and construction method |
-
2018
- 2018-11-19 CN CN201821901050.7U patent/CN209099339U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111155390A (en) * | 2020-01-09 | 2020-05-15 | 江苏科技大学 | Fabricated road suitable for mudflat stratum and construction method thereof |
| CN111441207A (en) * | 2020-04-07 | 2020-07-24 | 安徽省交通规划设计研究总院股份有限公司 | Soft foundation treatment split type guest grid replacing and filling structure and construction method |
| CN111441207B (en) * | 2020-04-07 | 2021-06-22 | 安徽省交通规划设计研究总院股份有限公司 | Soft foundation treatment split type guest grid replacing and filling structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190712 Termination date: 20211119 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |