CN206134108U - Dark excavation supporting teaching mode - Google Patents
Dark excavation supporting teaching mode Download PDFInfo
- Publication number
- CN206134108U CN206134108U CN201620802471.9U CN201620802471U CN206134108U CN 206134108 U CN206134108 U CN 206134108U CN 201620802471 U CN201620802471 U CN 201620802471U CN 206134108 U CN206134108 U CN 206134108U
- Authority
- CN
- China
- Prior art keywords
- layer
- guan liang
- support
- wall
- dark
- 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
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Abstract
Dark excavation supporting teaching mode, by guan liang, a plurality of concrete pouring stakes, corner brace and to propping the constitution, guan liang sets up in concrete pouring pile bolck portion, be dark soil layer between the concrete pouring stake, characterized by guan liang, the concrete pouring stake, corner brace, make by the lightweight wall material with dark soil layer propping, corner brace passes through the steel support column by two -layer corner brace layer and sets up in the guan liang corner, set up between hat roof beam opposite side through the steel support column propping the layer by two -layer propping, the lightweight wall material is by light wall body, the cladding is formed at this internal diagonal drawing steel bar of light wall with wearing at this external acid and alkali -resistance non -woven fabrics of light wall. The utility model discloses a guan liang among the dark excavation supporting teaching mode, concrete pouring stake, corner brace, to prop and dark soil layer is all made by the lightweight wall material, the dark excavation supporting model quality that has significantly reduced, the installation transportation is convenient, has simple structure, the installation effectiveness is high, structural strength is high and safety ring protects advantage.
Description
Technical field
The utility model is related to a kind of architectural teaching modelling technique field, and in particular to a kind of deep pit support apologetics mould
Type.
Background technology
The effect of deep foundation pit support is to keep off soil, intercepting water, ensure that foundation ditch is stablized, while necessary construction can be undertaken
Load, controls soil deformation, it is ensured that the construction safety of construction of underground structure.With China's urban construction scale also increasingly
Greatly, the basic engineering of executive information systems is also increasingly deeper, and deep pit digging supporting project is more and more more, to deep basal pit work
The supporting of journey requires more and more higher, and therewith produced problem is also more and more.Therefore deep foundation pit support is in architectural engineering teaching
One of wherein important problem, generally needs to make corresponding deep foundation pit support model, current deep pit support for the ease of teaching
Shield model is all made of that, using cement or bar material, manufacturing process wastes time and energy, and material weight is big, installs and carries trouble, by
In material weight for student's work-place study there is also certain security threat.
Utility model content
The utility model provides a kind of deep foundation pit support teaching mode, to solve the deep foundation pit support of prior art presence
Modelling process wastes time and energy, and material weight is big, installs and carries trouble and unsafe problem.
The utility model by Guan Liang, some concrete filling piles, angle brace and to support constitute, Guan Liang be arranged on concrete filling pile top,
It is deep soil layer between concrete filling pile, solving the technical scheme that its technical problem adopted is：Guan Liang, concrete filling pile, angle brace, to support
Be made up of Light Wall with deep soil layer, angle brace is arranged on Guan Liang corner by two-layer angle brace layer by steel-made support post, to support by
Two-layer to support layer be arranged between Guan Liang opposite side by steel-made support post, Light Wall by light weight wall body, be coated on light weight wall
This external acid and alkali-resistance non-woven fabrics is constituted with the intrinsic oblique pull reinforcing bar of light weight wall is through.
Above-mentioned Light Wall is polyurethane Light Wall or polyphenyl Light Wall.
Guan Liang, concrete filling pile, angle brace in deep foundation pit support teaching mode of the present utility model, to support and deep soil layer all by
Light wall material is made, and greatly reduces deep foundation pit support model quality, and installation and transportation are convenient, with simple structure, installs
High and safety and environmental protection the advantage of efficiency high, structural strength.
Description of the drawings
Below in conjunction with the accompanying drawings the utility model is further illustrated with specific embodiment.
Fig. 1 is schematic top plan view of the present utility model；
Fig. 2 is schematic elevation view of the present utility model；
Fig. 3 is the structural representation of the utility model Light Wall.
It is 1 Guan Liang in figure, 2 concrete filling piles, 3 angle braces, the 4 pairs of supports, 5 steel-made support posts, 6 deep soil layers, 41 light weight wall bodies, 42 resistance to
Soda acid non-woven fabrics, 43 oblique pull reinforcing bars.
Specific embodiment
As shown in Figure 1, Figure 2 and Figure 3, a kind of deep foundation pit support teaching mode, by Guan Liang 1, some concrete filling piles 2, angle brace 3
With support 4 is constituted, Guan Liang 1 is arranged on the top of concrete filling pile 2, is deep soil layer 6 between concrete filling pile 2, Guan Liang 1, concrete filling pile 2,
Angle brace 3, support 4 and deep soil layer 6 are made up of Light Wall, angle brace 3 is arranged on Guan Liang by two-layer angle brace layer by steel-made support post 5
1 corner, is arranged between the opposite side of Guan Liang 1 to supportting layer by two-layer to support 4 by steel-made support post 5, and Light Wall is by light weight wall
Body 41, the acid and alkali-resistance non-woven fabrics 42 for being coated on light weight wall body 41 and 43 groups of oblique pull reinforcing bar being through in light weight wall body 41
Into.Deep soil layer 6 is polyphenyl Light Wall, and Guan Liang 1 and concrete filling pile 2 are polyurethane Light Wall, angle brace 3 and be polyphenyl to support 4
Light Wall.
Guan Liang, concrete filling pile, angle brace in deep foundation pit support teaching mode of the present utility model, to support and deep soil layer all by
Light wall material is made, and greatly reduces deep foundation pit support model quality, and installation and transportation are convenient, with simple structure, installs
High and safety and environmental protection the advantage of efficiency high, structural strength.
Claims (2)
1. a kind of deep foundation pit support teaching mode, constitutes by Guan Liang, some concrete filling piles, angle brace and to support, and Guan Liang is arranged on concrete
Bored concrete pile top, is deep soil layer between concrete filling pile, it is characterized in that Guan Liang, concrete filling pile, angle brace, to support and deep soil layer by lightweight
Body of wall is made, and angle brace is arranged on Guan Liang corner by two-layer angle brace layer by steel-made support post, and support is passed through by two-layer to supportting layer
Steel-made support post is arranged between Guan Liang opposite side, Light Wall by light weight wall body, be coated on the external acid and alkali-resistance of light weight wall sheet
Non-woven fabrics is constituted with the intrinsic oblique pull reinforcing bar of light weight wall is through.
2. deep foundation pit support teaching mode according to claim 1, is characterized in that Light Wall is polyurethane Light Wall
Or polyphenyl Light Wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620802471.9U CN206134108U (en) | 2016-07-28 | 2016-07-28 | Dark excavation supporting teaching mode |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620802471.9U CN206134108U (en) | 2016-07-28 | 2016-07-28 | Dark excavation supporting teaching mode |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206134108U true CN206134108U (en) | 2017-04-26 |
Family
ID=58563237
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620802471.9U Expired - Fee Related CN206134108U (en) | 2016-07-28 | 2016-07-28 | Dark excavation supporting teaching mode |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206134108U (en) |
-
2016
- 2016-07-28 CN CN201620802471.9U patent/CN206134108U/en not_active Expired - Fee Related
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170426 Termination date: 20180728 |