CN205653802U - Prop up interim block structure in fender pile clearance - Google Patents
Prop up interim block structure in fender pile clearance Download PDFInfo
- Publication number
- CN205653802U CN205653802U CN201620517204.7U CN201620517204U CN205653802U CN 205653802 U CN205653802 U CN 205653802U CN 201620517204 U CN201620517204 U CN 201620517204U CN 205653802 U CN205653802 U CN 205653802U
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- China
- Prior art keywords
- reinforcing bar
- support pile
- template
- gap
- soil body
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Abstract
The utility model provides a prop up interim block structure in fender pile clearance, include: first reinforcing bar, second reinforcing bar and template, first reinforcing bar is followed fender pile vertical interval bar planting is in a fender pile dorsad on one side of the soil body, first reinforcing bar utensil tangible becomes the tip that exposes on a fender pile surface, the second reinforcing bar laterally with the upper first reinforcing bar in the same or close high position of each fender pile expose tip fixed connection, make arbitrary two adjacent strutting between the stake, move towards at the second reinforcing bar set up the template on the inboard of the soil body, just arbitrary two adjacently strut that the clearance does between the stake the template shutoff. The utility model discloses an aforementioned technical scheme, a fender pile clearance of having solved the foundation ditch one side of in the past constructing earlier causes the technical problem who cheats the outer soil body and subside easily because of rain leads to the fact soil erosion and water loss, seepage to foundation ditch is inboard to reach the silt of guaranteeing a fender pile clearance during earthwork excavation to the improvement engineering is executed and is made efficiency, has also maintained useful technological effects such as foundation ditch steadiness.
Description
Technical field
This utility model relates to civil engineering technical field, relates in particular to foundation pit supporting pile gap interim
Plugging construction technology.
Background technology
Support pile is generally used for pattern foundation pit supporting structure, slope retaining and landslide control, is used for bearing horizontal soil
Pressure or Thrust of Landslide.Wherein, pattern foundation pit supporting structure is for ensureing Underground Construction and foundation ditch surrounding enviroment
Safety, foundation pit side-wall and surrounding enviroment employing are propped up gear, reinforce and protective measure.
It should be noted that foundation ditch area is big, mostly use support pile or interim ground-connecting-wall to be separated
Construction.Two parts foundation ditch separated is frequently not construction simultaneously but successively construction, but first constructs
The support pile gap of foundation ditch side can be mingled with mud in work progress, can cause a large amount of when rainy season
Soil erosion, cause hole outer Study on Soil Collapse.
Utility model content
In view of the foregoing, this utility model provides a kind of support pile gap temporary plugging structure, passes through
Temporary blocking is set between support pile gap, solves between the support pile of the most first construction foundation pit side
Gap easily causes soil erosion because of rain, causes the technical problem cheating outer Study on Soil Collapse, reaches to guarantee at soil
During side's excavation, the mud in support pile gap is non-leakage to foundation ditch, thus improves engineering and apply efficiency,
Also the Advantageous Effects such as foundation ditch steadiness are maintained.
For achieving the above object, this utility model adopts the technical scheme that:
A kind of support pile gap temporary plugging structure, is formed at soil mass of foundation pit and is located at described soil with the most several
Between support pile before body, described temporary plugging structure includes: the first reinforcing bar, the second reinforcing bar and mould
Plate, wherein, described first reinforcing bar is vertically spaced bar planting in the support pile soil body dorsad along described support pile
On side, described first reinforcing bar has the exposed end portion being formed at support pile surface；Described second reinforcing bar
Laterally with each support pile on be positioned at same or like height and position the exposed end portion of the first reinforcing bar fix
Connect；Make between any two adjacent support piles, arrange on the inner side of the described soil body at the second reinforcing bar
Between template, and described any two adjacent support piles, gap is the closure of described template.
Further improvement is that of this utility model support pile gap temporary plugging structure, described second steel
Muscle is laterally fixing with the exposed end portion of described first reinforcing bar by solder technology to be connected.
Further improvement is that of this utility model support pile gap temporary plugging structure, described second steel
Muscle setting space on described support pile is vertical is 0.5-1.5 meter；Described setting space is more preferably 1
Meter.
Further improvement is that of this utility model support pile gap temporary plugging structure, described template is
At corresponding second reinforcing bar, it is provided with timber wedge, in order to fasten soil between plank sheathing, and described template and the soil body
Body.
Further improvement is that of this utility model support pile gap temporary plugging structure, described template
Opposite sides is provided with arc inclined-plane, makes described template be placed between two adjacent support piles and by being located at described
The inner side of two reinforcing bars, described two arc inclined-planes and the laminating of two adjacent support pile surfaces, described two adjacent supportings
Between Zhuan, gap is the closure of described template.
This utility model, by aforementioned support pile gap temporary plugging structure, has following technical effect that
(1) by bar planting on support pile and be welded and fixed with horizontal reinforcement, on support pile is vertical between
Several horizontal reinforcement is set every fixed range, in order to arrange template inside horizontal reinforcement, plays really
Effective gear soil effect；
(2) by placing the most several small-sized timber wedge inside plank sheathing and between the soil body, closing is formed
Space, has guarantee plank sheathing and can fasten the soil body, further the effect of strengthening gear soil；
(3) this utility model support pile gap temporary plugging structure is playing the effect avoiding soil erosion
Time, it may have it is quick, convenient to apply, it is possible to whole construction work efficiency of construction useful is substantially improved
Technique effect.
Accompanying drawing explanation
Figure 1A is that support pile gap of the present utility model is mingled with soil body floor map.
Figure 1B is that support pile gap of the present utility model is mingled with soil body elevational schematic view.
Fig. 2 A is support pile bar planting floor map of the present utility model.
Fig. 2 B is support pile bar planting elevational schematic view of the present utility model.
Fig. 3 A is horizontal reinforcement plane positioning schematic diagram of the present utility model.
Fig. 3 B is that horizontal reinforcement facade of the present utility model positions schematic diagram.
Fig. 4 A is plank sheathing plane positioning schematic diagram of the present utility model.
Fig. 4 B is that plank sheathing facade of the present utility model positions schematic diagram.
Fig. 4 C is the 4C dotted line frame close-up schematic view of this utility model Fig. 4 A.
Fig. 5 A is nose key floor map of the present utility model.
Fig. 5 B is nose key elevational schematic view of the present utility model.
Fig. 5 C is the 5C dotted line frame close-up schematic view of this utility model Fig. 5 A.
Reference is as follows with the corresponding relation of parts:
The soil body 10；Support pile 20；First reinforcing bar 30；Exposed end portion 31；Second reinforcing bar 40；Template 50；
Arc inclined-plane 51,52；Timber wedge 60；Vertical X.
Detailed description of the invention
For the benefit of to understanding of the present utility model, illustrate below in conjunction with drawings and Examples.
Referring to Figure 1A to Fig. 5 C, this utility model provides a kind of support pile gap temporary plugging structure,
Wherein, the soil mass of foundation pit 10 that described temporary plugging structure is formed in such as Figure 1A, 1B sets with the most several
Between support pile 20 before the described soil body 10；As shown in Fig. 2 A to Fig. 5 C, of the present utility model
Support pile gap temporary plugging structure includes first reinforcing bar the 30, second reinforcing bar 40, template 50 and wood
Wedge 60.
Need to first illustrate, in this utility model, described first reinforcing bar 30 also includes bar planting, bar planting
Reinforcing bar or other mean that bar planting reinforcing bar on support pile, described second reinforcing bar 40 also include reinforcing bar, water
Flat reinforcing bar or other mean horizontally set and the reinforcing bar being connected with the first reinforcing bar 30 on each support pile 20.
Further, defining described support pile 20 along its vertical direction is a vertical X.
Such as Fig. 2 A, 2B, described first reinforcing bar 30 is to be spaced bar planting along the described vertical X of support pile 20
On the side of support pile 20 soil body 10 dorsad, described first reinforcing bar 30 has and is formed at support pile
The exposed end portion 31 on 20 surfaces.
Such as Fig. 3 A, 3B, described second reinforcing bar 40 be laterally with each support pile 20 on be positioned at identical
Or the exposed end portion 31 of the first reinforcing bar 30 of close height and position connects by solder technology is fixing.
Such as Fig. 4 A, 4B, 4C, described template 50 in order to be arranged on any two adjacent support piles 20 it
Between, and it is fixed on the second reinforcing bar 40 towards on the inner side of the described soil body 10.In the present embodiment, institute
State template 50 for plank sheathing, and described template 50 have along support pile 20 vertical X extension relative
Both sides, the opposite sides of described template 50 is embedded at cylindrical support pile 20 and described second reinforcing bar 40
Clamping at, to block the gap between any two adjacent support piles 20.It is preferred that described template
The opposite sides of 50 is provided with the arc inclined-plane 51,52 of corresponding support pile 20 surface configuration, makes described template
50 are placed between two adjacent support piles 20 and during by being located at the inner side of described second reinforcing bar 40, and described two
Between adjacent support pile 20, gap is by described two arc inclined-planes 51,52 and the laminating of support pile 20 surface
Blocked well.
Such as Fig. 5 A, 5B, 5C, between described template 50 and the soil body 10 at corresponding second reinforcing bar 40
It is provided with timber wedge 60, in order to fasten soil mass of foundation pit.In the present embodiment, such as Fig. 5 B, described timber wedge
60 are preferably small-sized timber wedge, and between two adjacent support piles 20 at corresponding second reinforcing bar 40, with three
Individual timber wedge 60 is one group to arrange.
Specifically, this utility model support pile gap temporary plugging structure includes:
As shown in Figure 1A, 1B, the soil body 10 space before at foundation ditch arranges support pile 20, and adjacent
Between support pile 20, there is gap；Then, such as Fig. 2 A, 2B, at support pile 20 towards in foundation ditch
The side in portion, the vertical X along support pile 20 carries out bar planting；After completing, as Fig. 3 A, 3B separately take
Reinforcing bar 40 flatly with the bar planting exposed end portion 31 of same or like height and position on each support pile 20
It is welded and fixed；For another example Fig. 4 A, 4B, 4C at horizontal reinforcement 40 towards the inner side placing mold of the soil body 10
Plate 50 forms temporary plugging structure, supports the soil body 10 for gear and subsides towards foundation ditch；And in order to ensure mould
Plate 50 can fasten the soil body 10, preferably such as Fig. 5 A, 5B, 5C, places timber wedge 60 inside plank sheathing,
Carry the fastening effect obtaining the soil body 10.
Above in association with drawings and Examples, this utility model is described in detail, common in this area
This utility model can be made many variations example by technical staff according to the above description.Thus, in embodiment
Some details should not constitute restriction of the present utility model, this utility model will be with claims
The scope that book defines is as protection domain of the present utility model.
Claims (6)
1. a support pile gap temporary plugging structure, be formed at soil mass of foundation pit with the most several be located at described
Between support pile before the soil body；It is characterized in that, described temporary plugging structure includes:
First reinforcing bar, the second reinforcing bar and template, wherein, described first reinforcing bar erects along described support pile
To interval bar planting on the side of the support pile soil body dorsad, described first reinforcing bar has and is formed at support pile
The exposed end portion on surface；Described second reinforcing bar is laterally positioned at same or like height with on each support pile
The exposed end portion of the first reinforcing bar of position is fixing to be connected；Make between any two adjacent support piles, second
Reinforcing bar arranges gap between template, and described any two adjacent support piles on the inner side of the described soil body
Block for described template.
Support pile gap the most according to claim 1 temporary plugging structure, it is characterised in that:
Described second reinforcing bar is laterally fixing with the exposed end portion of described first reinforcing bar by solder technology to be connected
Connect.
Support pile gap the most according to claim 1 temporary plugging structure, it is characterised in that:
Described second reinforcing bar setting space on described support pile is vertical is 0.5-1.5 meter.
Support pile gap the most according to claim 3 temporary plugging structure, it is characterised in that:
Described second reinforcing bar setting space on described support pile is vertical is 1 meter.
Support pile gap the most according to claim 1 temporary plugging structure, it is characterised in that:
Described template is to be provided with wood at corresponding second reinforcing bar between plank sheathing, and described template and the soil body
Wedge, in order to fasten the soil body.
Support pile gap the most according to claim 1 temporary plugging structure, it is characterised in that:
The opposite sides of described template is provided with arc inclined-plane, makes described template be placed between two adjacent support piles
And by being located at the inner side of described second reinforcing bar, described two arc inclined-planes and the laminating of two adjacent support pile surfaces,
Between described two adjacent support piles, gap is the closure of described template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620517204.7U CN205653802U (en) | 2016-05-31 | 2016-05-31 | Prop up interim block structure in fender pile clearance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620517204.7U CN205653802U (en) | 2016-05-31 | 2016-05-31 | Prop up interim block structure in fender pile clearance |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205653802U true CN205653802U (en) | 2016-10-19 |
Family
ID=57404897
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620517204.7U Expired - Fee Related CN205653802U (en) | 2016-05-31 | 2016-05-31 | Prop up interim block structure in fender pile clearance |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205653802U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908757A (en) * | 2016-05-31 | 2016-08-31 | 中国建筑第八工程局有限公司 | Temporary blocking structure for clearances of support piles and construction method of temporary blocking structure |
-
2016
- 2016-05-31 CN CN201620517204.7U patent/CN205653802U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908757A (en) * | 2016-05-31 | 2016-08-31 | 中国建筑第八工程局有限公司 | Temporary blocking structure for clearances of support piles and construction method of temporary blocking structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161019 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |