CN208039261U - A kind of Metro Deep Excavation construction experience apparatus - Google Patents
A kind of Metro Deep Excavation construction experience apparatus Download PDFInfo
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- CN208039261U CN208039261U CN201721859467.7U CN201721859467U CN208039261U CN 208039261 U CN208039261 U CN 208039261U CN 201721859467 U CN201721859467 U CN 201721859467U CN 208039261 U CN208039261 U CN 208039261U
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- Prior art keywords
- foundation pit
- show area
- engineering
- area
- plate
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- 238000010276 construction Methods 0.000 title claims abstract description 18
- 238000009412 basement excavation Methods 0.000 title claims abstract description 12
- 238000004078 waterproofing Methods 0.000 claims abstract description 11
- 238000009415 formwork Methods 0.000 claims abstract description 10
- 239000004567 concrete Substances 0.000 claims abstract description 4
- 238000000034 method Methods 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims 1
- 210000003205 muscle Anatomy 0.000 claims 1
- 239000010959 steel Substances 0.000 claims 1
- 230000019771 cognition Effects 0.000 abstract description 3
- 238000012407 engineering method Methods 0.000 abstract description 3
- 241000208340 Araliaceae Species 0.000 description 2
- 235000005035 Panax pseudoginseng ssp. pseudoginseng Nutrition 0.000 description 2
- 235000003140 Panax quinquefolius Nutrition 0.000 description 2
- 235000008434 ginseng Nutrition 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
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- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The utility model discloses a kind of Metro Deep Excavation construction experience apparatus comprising foundation pit ontology, foundation pit ontology are surrounded by ground-connecting-wall, and the head clearance of ground-connecting-wall both sides is supported equipped with multiple concretes, and multiple bracing members are equipped at intervals in the middle part of ground-connecting-wall both sides；One end of the foundation pit ontology is equipped with step structure, and the other end of foundation pit ontology is equipped with top plate, middle plate and bottom plate, forms station hall layer between top plate and middle plate from bottom to up, and station layer is formed between middle plate and bottom plate, and the lower section of top plate is equipped with form work engineering show area；Bottom plate is equipped with main body cast in place reinforced bar engineering show area close to one end of step structure；The surface of top plate is equipped with waterproofing work show area.The utility model can simulate the deep basal pit during subway work and illustrate Sloping engineering, main body cast in place reinforced bar engineering, waterproofing work and the form work engineering of underground station etc. of the construction of subway open cut engineering method, give visitor feeling on the spot in person, to promote cognition of the visitor to subway deep foundation pit construction.
Description
Technical field
The utility model is related to subway work field more particularly to a kind of Metro Deep Excavation construction experience apparatus.
Background technology
Deep foundation pit construction is mainly concerned with the Sloping engineering of underground station, main body cast in place reinforced bar structure in subway work
Engineering, waterproofing work and form work engineering etc..However existing many people are only limited to the introduction of knowledge on books, it can not be personally real
Experience Metro Deep Excavation construction in border.
Invention content
In order to solve deficiency in the prior art, the purpose of this utility model is to provide one kind capable of showing true deep base
The Metro Deep Excavation construction experience apparatus of hole construction.
To achieve the above object, the utility model uses following technical scheme：
A kind of Metro Deep Excavation construction experience apparatus, including foundation pit ontology, foundation pit ontology are surrounded by ground-connecting-wall, and ground connects
The head clearance of wall both sides is supported equipped with multiple concretes, and multiple bracing members are equipped at intervals in the middle part of ground-connecting-wall both sides；The foundation pit sheet
One end of body is equipped with step structure, and the other end of foundation pit ontology is equipped with top plate, middle plate and bottom plate from bottom to up, top plate and middle plate it
Between form station hall layer, form station layer between middle plate and bottom plate, the lower section of the top plate is equipped with form work engineering show area；The bottom
Plate is equipped with main body cast in place reinforced bar engineering show area close to one end of step structure；The surface of the top plate is equipped with waterproofing work exhibition
Show area.
The form work engineering show area is made of panel system show area and support system show area.
The main body cast in place reinforced bar engineering show area is by column cast in place reinforced bar configuration shows area, plate body cast in place reinforced bar structure exhibition
Show area and side wall cast in place reinforced bar configuration shows district's groups at.
The waterproofing work show area is by base show area, first pass waterproof show area, second time waterproof show area and attached
Add a layer show area composition.
The side wall of the foundation pit ontology is equipped with different process and the standardized display board of process in deep foundation pit construction.
The utility model uses above technical scheme, simulates the deep basal pit during subway work and to illustrate subway bright
Sloping engineering, main body cast in place reinforced bar engineering, waterproofing work and the form work engineering of underground station etc. for digging engineering method construction, to ginseng
Onlooker's feeling on the spot in person, to promote cognition of the visitor to subway deep foundation pit construction.
Description of the drawings
The utility model is described in further details below in conjunction with the drawings and specific embodiments；
Fig. 1 is the internal view of the utility model；
Fig. 2 is the vertical view of the utility model.
Specific implementation mode
As shown in Figure 1 or 2, the utility model includes foundation pit ontology 1, and foundation pit ontology 1 is surrounded by ground-connecting-wall 2, ground
Even the head clearance of 2 both sides of wall is equipped with multiple concretes and supports 3, and ground-connecting-wall is equipped at intervals with multiple bracing members 4 in the middle part of 2 both sides；It is described
One end of foundation pit ontology 1 is equipped with step structure 5, and the other end of foundation pit ontology 1 is equipped with top plate 6, middle plate 7 and bottom plate 8 from bottom to up,
Station hall layer is formed between top plate 6 and middle plate 7, forms station layer between middle plate 7 and bottom plate 8, and the lower section of the top plate 6 is equipped with template
Engineering show area 9；The bottom plate is equipped with main body cast in place reinforced bar engineering show area 10 by one end of 8 close-table stage structures 5；The top
The surface of plate 6 is equipped with waterproofing work show area 12.
The form work engineering show area 9 is made of panel system show area 91 and support system show area 92.
The main body cast in place reinforced bar engineering show area 10 is by column cast in place reinforced bar configuration shows area 101, plate body cast in place reinforced bar
Configuration shows area 102 and side wall cast in place reinforced bar configuration shows area 103 form.
The waterproofing work show area 12 is by base show area 121,122nd area of first pass waterproof show area, second time waterproof
Show area 123 and extra play show area 124 form.
The side wall of the foundation pit ontology 1 is equipped with different process and the standardized display board of process in deep foundation pit construction（Figure
In be not shown）.
The utility model uses above technical scheme, simulates the deep basal pit during subway work and to illustrate subway bright
Sloping engineering, main body cast in place reinforced bar engineering, waterproofing work and the form work engineering of underground station etc. for digging engineering method construction, to ginseng
Onlooker's feeling on the spot in person, to promote cognition of the visitor to subway deep foundation pit construction.
Claims (5)
- The experience apparatus 1. a kind of Metro Deep Excavation is constructed, it is characterised in that：Including foundation pit ontology, foundation pit ontology is surrounded by ground The head clearance of even wall, ground-connecting-wall both sides is supported equipped with multiple concretes, and multiple bracing members are equipped at intervals in the middle part of ground-connecting-wall both sides；Institute The one end for stating foundation pit ontology is equipped with step structure, and the other end of foundation pit ontology is equipped with top plate, middle plate and bottom plate, top plate from bottom to up Station hall layer is formed between middle plate, forms station layer between middle plate and bottom plate, and the lower section of the top plate is shown equipped with form work engineering Area；The bottom plate is equipped with main body cast in place reinforced bar engineering show area close to one end of step structure；The surface of the top plate is equipped with Waterproofing work show area.
- The experience apparatus 2. a kind of Metro Deep Excavation according to claim 1 is constructed, it is characterised in that：The form work engineering exhibition Show that area is made of panel system show area and support system show area.
- The experience apparatus 3. a kind of Metro Deep Excavation according to claim 1 is constructed, it is characterised in that：The cast-in-place steel of main body Muscle engineering show area is by column cast in place reinforced bar configuration shows area, plate body cast in place reinforced bar configuration shows area and side wall cast in place reinforced bar structure Show area forms.
- The experience apparatus 4. a kind of Metro Deep Excavation according to claim 1 is constructed, it is characterised in that：The waterproofing work exhibition Show that area is made of base show area, first pass waterproof show area, second time waterproof show area and extra play show area.
- The experience apparatus 5. a kind of Metro Deep Excavation according to claim 1 is constructed, it is characterised in that：The foundation pit ontology Side wall is equipped with different process and the standardized display board of process in deep foundation pit construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721859467.7U CN208039261U (en) | 2017-12-26 | 2017-12-26 | A kind of Metro Deep Excavation construction experience apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721859467.7U CN208039261U (en) | 2017-12-26 | 2017-12-26 | A kind of Metro Deep Excavation construction experience apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208039261U true CN208039261U (en) | 2018-11-02 |
Family
ID=63955971
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721859467.7U Expired - Fee Related CN208039261U (en) | 2017-12-26 | 2017-12-26 | A kind of Metro Deep Excavation construction experience apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208039261U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109538245A (en) * | 2018-12-04 | 2019-03-29 | 中铁十二局集团有限公司 | A kind of no column stalk vault subway station formwork jumbo and its construction method |
| CN111828013A (en) * | 2020-07-21 | 2020-10-27 | 中铁隧道局集团有限公司 | Ground shield tunnel experiment entity model and construction method thereof |
-
2017
- 2017-12-26 CN CN201721859467.7U patent/CN208039261U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109538245A (en) * | 2018-12-04 | 2019-03-29 | 中铁十二局集团有限公司 | A kind of no column stalk vault subway station formwork jumbo and its construction method |
| CN109538245B (en) * | 2018-12-04 | 2020-05-15 | 中铁十二局集团有限公司 | Construction method of template trolley for non-column straight-wall vault subway station |
| CN111828013A (en) * | 2020-07-21 | 2020-10-27 | 中铁隧道局集团有限公司 | Ground shield tunnel experiment entity model and construction method thereof |
| CN111828013B (en) * | 2020-07-21 | 2022-05-03 | 中铁隧道局集团有限公司 | Ground shield tunnel experiment entity model and construction method thereof |
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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: 20181102 |
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| CF01 | Termination of patent right due to non-payment of annual fee |