CN208266852U - One kind can turnover type guide wall of underground continuous wall - Google Patents
One kind can turnover type guide wall of underground continuous wall Download PDFInfo
- Publication number
- CN208266852U CN208266852U CN201820867887.8U CN201820867887U CN208266852U CN 208266852 U CN208266852 U CN 208266852U CN 201820867887 U CN201820867887 U CN 201820867887U CN 208266852 U CN208266852 U CN 208266852U
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- Prior art keywords
- wall
- steel plate
- stock mould
- steel
- card slot
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- 230000007306 turnover Effects 0.000 title claims abstract description 12
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 108
- 239000010959 steel Substances 0.000 claims abstract description 108
- 229920006328 Styrofoam Polymers 0.000 claims abstract description 7
- 239000008261 styrofoam Substances 0.000 claims abstract description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 238000010276 construction Methods 0.000 abstract description 10
- 239000000463 material Substances 0.000 abstract description 5
- 238000003912 environmental pollution Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
It can turnover type guide wall of underground continuous wall the utility model discloses one kind, wall ontology is led including diaphragm wall, first steel plate, second steel plate, bed course, anchor pole, stock mould and end angle steel, diaphragm wall, which is led wall ontology side and built, stock mould, stock mould and diaphragm wall lead and have poured bed course at the top of wall ontology, first steel plate and the second steel plate are welded into " L-shaped " structure, first steel plate is placed on bed course, and it is equipped with anchor pole, anchor pole sequentially passes through the first steel plate, bed course and diaphragm wall, which are led, to be protruded into diaphragm wall after wall ontology and leads in the foundation trench of wall ontology, the inside of second steel plate abuts stock mould, and its outside is fitted with styrofoam, the utility model structure is concise, first steel plate and the second steel plate later period are dismountable, accelerate speed of application, with saving material, avoid environmental pollution, efficiently use steel construction can be revolving, people is saved to the full extent Expenses of labour and fee of material.
Description
Technical field
The utility model relates to construction engineering technical fields, and specially one kind can turnover type guide wall of underground continuous wall.
Background technique
In recent years, as city is developed on a large scale, central city construction is more and more, municipal works and very much
Heavy buildings' projects use construction method of underground continuous wall, and diaphram wall leads that wall investment is artificial and material is more, and the later period needs
It removes, waste is serious.
Utility model content
The purpose of this utility model is to provide one kind can turnover type guide wall of underground continuous wall, to solve above-mentioned background technique
The problem of middle proposition.
To achieve the above object, the utility model provides the following technical solutions: one kind can turnover type guide wall of underground continuous wall,
Wall ontology, the first steel plate, the second steel plate, bed course, anchor pole, stock mould and end angle steel are led including diaphragm wall, diaphragm wall leads wall ontology
Side, which is built, stock mould, and the stock mould and diaphragm wall lead and poured bed course at the top of wall ontology, first steel plate and the second steel
Plate is welded into " L-shaped " structure, and the first steel plate is placed on bed course, and it is equipped with anchor pole, and the anchor pole sequentially passes through first
Steel plate, bed course and diaphragm wall, which are led, to be protruded into diaphragm wall after wall ontology and leads in the foundation trench of wall ontology, and the inside of second steel plate abuts
Stock mould, and its outside is fitted with styrofoam, and the rear and front end of second steel plate is equipped with the first card slot, first card slot
In be placed with the first fixture block, first fixture block is fixedly connected with square bar, is equipped with the second card slot, institute in one end of the end angle steel
It states and is placed with the second fixture block in the second card slot, the square bar sequentially passes through the first card slot, end angle steel extendes back in the second card slot
And it is fixedly connected with the second fixture block, the part that square bar is located in the second card slot is socketed with spring, and one end of the spring abuts
The inner wall of second card slot, and one end abuts the second fixture block, the other end of end angle steel abuts stock mould.
Preferably, the length of first steel plate and the second steel plate is not more than five meters, and its weld is fixedly welded with
Reinforcing rib, the reinforcing rib structure triangular in shape.
Preferably, second steel plate is equipped with bolt, this is bolted the first fixture block, the end angle steel be equipped with
The groove that bolt size matches.
Preferably, the depth of the anchor pole is greater than one meter of depth or more of stock mould, and anchor pole position is on the first steel plate
Plum blossom-shaped arrangement.
Preferably, the spring be helical spring, when spring in a free state, the second steel plate abut end angle steel.
Compared with prior art, the utility model has the beneficial effects that
1. the utility model structure is concise, the first steel plate and the second steel plate later period are dismountable, accelerate speed of application, have section
Material saving avoids environmental pollution, and efficiently use steel construction can be revolving, saves labour cost and fee of material to the full extent；
2. the distance between second steel plate and end angle steel of the utility model can stretch one end distance by square bar, thus
The width of the second steel plate is made up, and after elongation, spring effect and end angle steel allow end angle steel to be bonded brick
Mould guarantees the steel construction overall stability of the first steel plate and the second steel plate.
Detailed description of the invention
FIG. 1 is a schematic structural view of the utility model；
Fig. 2 is the cross-sectional view of Fig. 1；
Fig. 3 is the second steel plate and end steel angle structure schematic diagram in the utility model.
In figure: 1 diaphragm wall lead wall ontology, 2 first steel plates, 3 second steel plates, 4 bed courses, 5 anchor poles, 6 stock moulds, 7 end angle steel,
8 reinforcing ribs, 9 styrofoams, 10 first card slots, 11 first fixture blocks, 12 square bars, 13 second card slots, 14 second fixture blocks, 15 springs.
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. 1-3, the utility model provides a kind of technical solution: one kind can turnover type guide wall of underground continuous wall, packet
It includes diaphragm wall and leads wall ontology 1, the first steel plate 2, the second steel plate 3, bed course 4, anchor pole 5, stock mould 6 and end angle steel 7.Diaphragm wall leads wall
1 side of ontology, which is built, stock mould 6, and the top that stock mould 6 and diaphragm wall lead wall ontology 1 has poured bed course 4, the first steel plate 2 and second
Steel plate 3 is welded into " L-shaped " structure, and the first steel plate 2 is placed on bed course 4, and it is equipped with anchor pole 5, and anchor pole 5 sequentially passes through the
One steel plate 2, bed course 4 and diaphragm wall, which are led, to be protruded into diaphragm wall after wall ontology 1 and leads in the foundation trench of wall ontology 1, and the inside of the second steel plate 3 is supported
Connect stock mould 6, and its outside is fitted with styrofoam 9, i.e., it is levelling by stock mould 6 positioned at the first steel plate 2 of plane, positioned at facade
Second steel plate 3 is levelling using bed course 4.
The rear and front end of second steel plate 3 is equipped with the first card slot 10, is placed with the first fixture block 11 in the first card slot 10, and first
Fixture block 11 is fixedly connected with square bar 12, and the second card slot 13 is equipped in one end of end angle steel 7, is placed with the second card in the second card slot 13
Block 14, square bar 12 are protruded into the second card slot 13 after sequentially passing through the first card slot 10, end angle steel 7 and are fixed with the second fixture block 14
Connection, the part that square bar 12 is located in the second card slot 13 are socketed with spring 15, and one end of spring 15 abuts the interior of the second card slot 13
Wall, and one end abuts the second fixture block 14, the other end of end angle steel 7 abuts stock mould 6.
Further, the length of the first steel plate 2 and the second steel plate 3 is not more than five meters, and two adjacent sections is continuously constructed laying, the
The weld of one steel plate 2 and the second steel plate 3 is fixedly welded with reinforcing rib 8, and the structure triangular in shape of reinforcing rib 8 is vertical to guarantee to be located at
The relative position of second steel plate 3 and the first steel plate 2 for being located at plane in face.
Further, the second steel plate 3 is equipped with bolt, this is bolted the first fixture block 11, and end angle steel 7 is equipped with and spiral shell
The groove that bolt size matches, to prevent threaded bolt contacts end angle steel 7.
Further, the depth of anchor pole 5 is greater than one meter of depth or more of stock mould 6, and 5 position of anchor pole is on the first steel plate 2
It is arranged in plum blossom-shaped, anchor pole 5 fixes the position of the first steel plate 2, prevents its displacement.
Further, spring 15 be helical spring, when spring 15 in a free state, the second steel plate 3 abut end angular
Steel 7, by pulling end angle steel 7, thus it is possible to vary the distance between end angle steel 7 and the second steel plate 3.
Working principle: before construction of diaphragm wall, according to unwrapping wire position, diaphragm wall leads the foundation trench of wall ontology 1 after excavation, mentions
Preceding reserved calculating two sides styrofoam 9, the distance of the first steel plate 2, the second steel plate 3 and stock mould 6 carry out stock mould 6 after the completion of excavating
It builds, stock mould 6 pours the bed course 4 of plane after the completion of building, and the first steel plate 2 of processing and the second steel plate 3 are lifted to correspondence
Then position pulls end angle steel 7 in the position of the first steel plate 2 construction anchor pole 5 to fix the first steel plate 2, changes end angular
The distance between steel 7 and the second steel plate 3, end angle steel 7 can automatically be adjacent to stock mould 6 under the action of spring 15, then carry out
Construction of diaphragm wall places styrofoam 9 before casting concrete on the outside of the second steel plate 3, pours the concrete of diaphram wall,
After diaphram wall concrete initial set, the first steel plate 2 and the second steel plate 3 are hung out, is placed into and needs under construction ground in next step
Diaphragm wall leads the position of wall 1.
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 (5)
1. one kind can turnover type guide wall of underground continuous wall, including diaphragm wall leads wall ontology (1), the first steel plate (2), the second steel plate
(3), bed course (4), anchor pole (5), stock mould (6) and end angle steel (7), it is characterised in that: diaphragm wall leads wall ontology (1) side masonry
Have stock mould (6), the stock mould (6) and diaphragm wall lead and have poured bed course (4) at the top of wall ontology (1), first steel plate (2) and
Second steel plate (3) is welded into " L-shaped " structure, and the first steel plate (2) is placed on bed course (4), and it is equipped with anchor pole (5), institute
It states anchor pole (5) and sequentially passes through the first steel plate (2), bed course (4) and diaphragm wall and lead and protrude into diaphragm wall after wall ontology (1) and lead wall ontology
(1) in foundation trench, the inside of second steel plate (3) abuts stock mould (6), and its outside is fitted with styrofoam (9), and described the
The rear and front end of two steel plates (3) is equipped with the first card slot (10), is placed with the first fixture block (11), institute in first card slot (10)
It states the first fixture block (11) to be fixedly connected square bar (12), is equipped with the second card slot (13) in one end of the end angle steel (7), described the
It is placed with the second fixture block (14) in two draw-in groove (13), after the square bar (12) sequentially passes through the first card slot (10), end angle steel (7)
It protrudes into the second card slot (13) and is fixedly connected with the second fixture block (14), square bar (12) is located at the part in the second card slot (13)
It is socketed with spring (15), one end of the spring (15) abuts the inner wall of the second card slot (13), and one end abuts the second fixture block
(14), the other end of end angle steel (7) abuts stock mould (6).
2. one kind according to claim 1 can turnover type guide wall of underground continuous wall, it is characterised in that: first steel plate
(2) and the length of the second steel plate (3) is not more than five meters, and its weld is fixedly welded with reinforcing rib (8), the reinforcing rib
(8) structure triangular in shape.
3. one kind according to claim 1 can turnover type guide wall of underground continuous wall, it is characterised in that: second steel plate
(3) it is equipped with bolt, this is bolted the first fixture block (11), and the end angle steel (7) is equipped with to be matched with bolt size
Groove.
4. one kind according to claim 1 can turnover type guide wall of underground continuous wall, it is characterised in that: the anchor pole (5)
Depth is greater than one meter of depth or more of stock mould (6), and anchor pole (5) position is arranged on the first steel plate (2) in plum blossom-shaped.
5. one kind according to claim 1 can turnover type guide wall of underground continuous wall, it is characterised in that: the spring (15) is
Helical spring, when spring (15) in a free state, the second steel plate (3) abut end angle steel (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820867887.8U CN208266852U (en) | 2018-06-06 | 2018-06-06 | One kind can turnover type guide wall of underground continuous wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820867887.8U CN208266852U (en) | 2018-06-06 | 2018-06-06 | One kind can turnover type guide wall of underground continuous wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208266852U true CN208266852U (en) | 2018-12-21 |
Family
ID=64688225
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820867887.8U Expired - Fee Related CN208266852U (en) | 2018-06-06 | 2018-06-06 | One kind can turnover type guide wall of underground continuous wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208266852U (en) |
-
2018
- 2018-06-06 CN CN201820867887.8U patent/CN208266852U/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 |
Granted publication date: 20181221 |
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| CF01 | Termination of patent right due to non-payment of annual fee |