CN109113047A - A kind of sheet pile wall building enclosure - Google Patents
A kind of sheet pile wall building enclosure Download PDFInfo
- Publication number
- CN109113047A CN109113047A CN201810930778.0A CN201810930778A CN109113047A CN 109113047 A CN109113047 A CN 109113047A CN 201810930778 A CN201810930778 A CN 201810930778A CN 109113047 A CN109113047 A CN 109113047A
- Authority
- CN
- China
- Prior art keywords
- baffle
- stake
- building enclosure
- card slot
- sheet pile
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/02—Sheet piles or sheet pile bulkheads
- E02D5/03—Prefabricated parts, e.g. composite sheet piles
- E02D5/04—Prefabricated parts, e.g. composite sheet piles made of steel
- E02D5/08—Locking forms; Edge joints; Pile crossings; Branch pieces
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/02—Sheet piles or sheet pile bulkheads
- E02D5/03—Prefabricated parts, e.g. composite sheet piles
- E02D5/04—Prefabricated parts, e.g. composite sheet piles made of steel
- E02D5/06—Fitted piles or other elements specially adapted for closing gaps between two sheet piles or between two walls of sheet piles
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The present invention proposes a kind of sheet pile wall building enclosure, including baffle, right angle connects stake, bottom stake and undertaking deck, the baffle, which mutually blocks, puts the wall that connection forms the building enclosure, the both ends of the right angle connection stake are attached with baffle, the right angle connection stake is located at the four corners of the building enclosure, the baffle, which is formed, is equipped with railing on the inside of the wall of the building enclosure, the baffle and right angle connection stake are equipped with fixed bracket between railing, the bottom of the bottom stake is fixed below ground, bottom stake upper end is mounted with baffle, the undertaking deck is mounted between two baffles up and down.The present invention is equipped with straight panel face, inclined plate face and card slot mouth by baffle, with stronger ability of anti-deformation, it is able to bear biggish soil pressure or water pressure, baffle is made of inner plating, lamina rara externa and elastic link, with certain buffer capacity, it avoids being impacted breaking-up or deformation, accepting deck by card slot is in block to put to connect with baffle, makes the building enclosure convenient for assembly and disassembly.
Description
Technical field
The present invention relates to sheet pile wall enclosing Technique fields, and in particular to a kind of sheet pile wall building enclosure.
Background technique
Sheet pile wall is a kind of Retaining Structures that upright plate strip component is formed, commonly used to resist soil lateral pressure or water
Pressure, the stability of this structure often rely on the soil pressure of the soil body of wall side or the water pressure of water body, are exactly in fact
Dependent on the interaction between sheet pile wall and the soil body or water body, sheet pile wall is generally divided into no support, single support and more supports three
Kind form, it can withstand the soil body around foundation pit, the generation for preventing infiltration and the soil body from gliding, therefore sheet pile wall is commonly used in
In Foundation Pit Support Engineering.
Although existing sheet pile wall building enclosure can play certain protective action, still deposited in assembling or protection process
In certain problem, first, being highly susceptible to the limitation in place, it is not easy to find preferable supporting point, leads to the bottom of sheet pile wall
Portion's installation is unstable, is easy unstability, second, junction often uses welding manner when the baffle of sheet pile wall connects two-by-two
It is fixed, fastness is poor, and installation rate is lower, while being also not easy to be dismantled, although third, used baffle has
There is stronger hardness, biggish impact can be born, but do not have buffer function, causes the junction of adjacent screen to be impacted and ruin
It is bad, and then lead to the breaking-up of building enclosure entirety.
Summary of the invention
In view of the above-mentioned problems, the present invention proposes a kind of sheet pile wall building enclosure.
The present invention proposes a kind of sheet pile wall building enclosure, including the connection stake of baffle, right angle, bottom stake and undertaking deck, described
Baffle, which mutually blocks, puts the wall that connection forms the building enclosure, and the both ends of the right angle connection stake are attached with baffle, described
Right angle connection stake is located at the four corners of the building enclosure, and the baffle, which is formed, is equipped with railing on the inside of the wall of the building enclosure,
The baffle and right angle connection stake are equipped with fixed bracket between railing, and the bottom of the bottom stake is fixed below ground, institute
It states bottom stake upper end and is mounted with baffle, the undertaking deck is mounted between two baffles up and down.
Further improvement lies in that: the baffle is equipped with straight panel face, inclined plate face and card slot mouth, and the inclined plate face is located at directly
The two sides of plate face, the card slot mouth are located at the outside of baffle, and the card slot mouth is attached with inclined plate face respectively.
Further improvement lies in that: the baffle is made of inner plating, lamina rara externa and elastic link, the inner plating and outer layer
Plate is located inside and outside baffle, and the elastic link is connected between inner plating and lamina rara externa, the elastic link it
Between be in interconnection.
Further improvement lies in that: the baffle is attached by the card slot mouth at both ends, and the card slot mouth junction is pacified
It is inserted with gear rack, and offers the first connecting hole in the card slot mouth, the fastening bolt passes through the first connecting hole in card slot mouth
Make adjacent screen in detachable connection.
Further improvement lies in that: bottom stake be equipped with bottom stake mounting groove, fixed plate, the second connecting hole, piling bar, otic placode,
Connecting rod and right angle snap-gauge, the tapered shape in bottom of the bottom stake, bottom stake inside offer bottom stake mounting groove, the bottom stake
Two sides be mounted with fixed plate, second connecting hole is provided in fixed plate respectively, and second connecting hole is in fixed plate
On be respectively provided with there are two, the piling bar passes through the second connecting hole and bottom stake is fixed with ground.
Further improvement lies in that: the otic placode is respectively welded at the outside fixed plate of bottom stake and the outside of baffle, described straight
Angle snap-gauge is welded on the inside of bottom stake, and the connecting rod is connected between the otic placode in fixed plate and baffle.
Further improvement lies in that: the connecting rod is made of outer rod set, interior bar, connection ring and locking nut, the interior bar
One end assign into the both ends of outer rod set respectively, the other end of the interior bar is respectively welded connection ring, the locking nut set
In interior bar.
Further improvement lies in that: the locking nut is separately positioned on the both ends of outer rod set, and the locking nut is located at
The junction of outer rod set and interior bar.
Further improvement lies in that: the upper and lower ends for accepting deck offer card slot, and the undertaking deck passes through card slot
It puts and connect in card with baffle.
Further improvement lies in that: it is connected with towing plate on the outside of the undertaking deck, the towing plate is pacified on baffle
Equipped with pull ring, it is attached between the pull ring by traction rope.
Beneficial effects of the present invention:
One, the present invention is mutually blocked by baffle puts the wall that connection forms the building enclosure, has stronger stability, energy
Enough soil bodys or water body to before wall protect；
Two, the both ends of stake are connected by right angle and baffle is attached, right angle connection stake is located at the quadrangle of the building enclosure
Place, is formed by wall for baffle and combines, and forms whole building enclosure；
Three, formed by baffle and be equipped with railing on the inside of the wall of the building enclosure, baffle and right angle connection stake with enclose
Fixed bracket is equipped between bar to be formed with the fixed structure of wall outer side dual solid to being fixed on the inside of the building enclosure
It is fixed, so that the building enclosure is able to bear biggish impact；
Four, by the way that the bottom of bottom stake to be fixed below ground, and bottom stake upper end is mounted with baffle, avoids in pile driving process
It is middle the more serious phenomenon of soil compaction occur, it can not be limited in municipal engineering；
Five, it is mounted between two baffles up and down by the way that deck will be accepted, keeps constituted building enclosure height adjustable, fit
Demand for different construction sites.
Detailed description of the invention
Fig. 1 is the schematic diagram of the section structure of the invention；
Fig. 2 is baffle attachment structure schematic diagram of the invention；
Fig. 3 is baffle and bottom stake attachment structure schematic diagram of the invention；
Fig. 4 is overlooking structure diagram of the invention；
Fig. 5 is undertaking deck attachment structure schematic diagram of the invention；
Fig. 6 is baffle arrangement schematic diagram of the invention；
Fig. 7 is connecting rod structural schematic diagram of the invention.
In figure: 1- baffle, the right angle 2- connect stake, the fixed bracket of 3-, 4- railing, 5- gear rack, the first connecting hole of 6-, 7- fastening
Bolt, 8- straight panel face, 9- inclined plate face, 10- card slot mouth, the stake of the bottom 11-, the bottom 12- stake mounting groove, 13- fixed plate, the connection of 14- second
Hole, 15- piling bar, 16- otic placode, 17- connecting rod, the right angle 18- snap-gauge, 19- inner plating, 20- lamina rara externa, 21- elastic link, 22-
Accept deck, 23- card slot, 24- towing plate, 25- pull ring, 26- traction rope, the outer rod set of 27-, 28- interior bar, 29- connection ring, 30-
Locking nut.
Specific embodiment
In order to deepen the understanding of the present invention, the present invention is further described below in conjunction with embodiment, the present embodiment
For explaining only the invention, it is not intended to limit the scope of the present invention..
A kind of sheet pile wall building enclosure according to shown in Fig. 1-7, including the connection stake 2 of baffle 1, right angle, bottom stake 11 and undertaking
Deck 22, the mutually card of the baffle 1 put the wall that connection forms the building enclosure, have stronger stability, can be to wall before
The soil body or water body protected, the both ends of right angle connection stake 2 are attached with baffle 1, and the right angle connects stake 2 and is located at
Baffle 1 is formed by wall and combined by the four corners of the building enclosure, forms whole building enclosure, 1 shape of the baffle
At railing 4 is equipped on the inside of the wall of the building enclosure, the baffle 1 and right angle connection stake 2 are equipped with fixed branch between railing 4
Frame 3 forms dual fixation with the fixed structure of wall outer side, makes the building enclosure to being fixed on the inside of the building enclosure
It is able to bear biggish impact, the bottom of the bottom stake 11 is fixed below ground, and 11 upper ends of the bottom stake are mounted with baffle 1,
It avoids occurring the more serious phenomenon of soil compaction during the pile driving process, can not be limited in municipal engineering, the undertaking deck
22 are mounted between two baffles 1 up and down, make constituted adjustable, the need suitable for different construction sites of building enclosure height
It asks.
In the present embodiment: the baffle 1 is equipped with straight panel face 8, inclined plate face 9 and card slot mouth 10, and position is distinguished in the inclined plate face 9
In the two sides in straight panel face 8, the card slot mouth 10 is located at the outside of baffle 1, and the card slot mouth 10 is connected with inclined plate face 9 respectively
It connects, baffle 1 is made to be in a groove shape shape, there is stronger ability of anti-deformation, be able to bear biggish soil pressure or water pressure.
In the present embodiment: the baffle 1 is made of inner plating 19, lamina rara externa 20 and elastic link 21, the inner plating
19 and lamina rara externa 20 be located inside and outside baffle 1, the elastic link 21 be connected to inner plating 19 and lamina rara externa 20 it
Between, it is in interconnection between the elastic link 21, makes baffle 1 when by biggish soil pressure or water pressure, baffle 1 can have
There is certain buffer capacity, avoids being impacted breaking-up or deformation.
In the present embodiment: the baffle 1 is attached by the card slot mouth 10 at both ends, and 10 junction of the card slot mouth
Gear rack 5 has been assigned, and has offered the first connecting hole 6 in the card slot mouth 10, the fastening bolt 7 passes through the in card slot mouth 10
One connecting hole 6 makes adjacent screen 1 in detachable connection, carries out beam position by junction of the gear rack 5 to adjacent screen 1, avoids
Dislocation is generated during installation, while replacing welding installation using the mounting means of fastening bolt 7, is convenient for dismantling, and can be more
Secondary use.
In the present embodiment: the bottom stake 11 is equipped with bottom stake mounting groove 12, fixed plate 13, the second connecting hole 14, piling bar
15, otic placode 16, connecting rod 17 and right angle snap-gauge 18, the tapered shape in bottom of the bottom stake 11,11 inside of bottom stake offer
The two sides of bottom stake mounting groove 12, the bottom stake 11 are mounted with fixed plate 13, and second connecting hole 14 is provided with fixed plate respectively
On 13, and there are two second connecting hole 14 is respectively provided in fixed plate 13, the piling bar 15 will across the second connecting hole 14
Bottom stake 11 is fixed with ground, can block baffle 1 in the bottom stake mounting groove 12 being placed in bottom stake 11, while bottom stake 11 can
Firm card is put it on the ground, and is not susceptible to the limitation of the conditions such as place.
In the present embodiment: the otic placode 16 is respectively welded at bottom 11 outside fixed plate 13 of stake and the outside of baffle 1, institute
The inside that right angle snap-gauge 18 is welded on bottom stake 11 is stated, the connecting rod 17 is connected to the otic placode in fixed plate 13 and baffle 1
Between 16, fixed function is played to the baffle 1 being mounted in bottom stake 11, avoids being caused baffle 1 from bottom stake by stronger impact
It falls off on 11.
In the present embodiment: the connecting rod 17 is made of outer rod set 27, interior bar 28, connection ring 29 and locking nut 30,
One end of the interior bar 28 assigns into the both ends of outer rod set 27 respectively, and the other end of the interior bar 28 is respectively welded connection ring
29,30 sets of the locking nut keeps the length of connecting rod 17 adjustable in interior bar 28, and snap-gauge 18 meeting in right angle is welded on the inside of baffle 1
The installation site of baffle 1 is caused to generate inclination, the length by adjusting connecting rod 17 corrects the position of baffle 1.
In the present embodiment: the locking nut 30 is separately positioned on the both ends of outer rod set 27, and the locking nut 30
Positioned at the junction of outer rod set 27 and interior bar 28, the connecting rod 17 for regulating length is locked, is avoided in use
Loosening is generated between outer rod set 27 and interior bar 28, and then the length of connecting rod 17 is caused to change.
In the present embodiment: the upper and lower ends for accepting deck 22 offer card slot 23, and the undertaking deck 22 passes through
Card slot 23 is put in card with baffle 1 and is connect, and so that baffle 1 is convenient for multilayer placement, and then make the building enclosure convenient for assembling or tear open
It unloads.
In the present embodiment: the outside for accepting deck 22 is connected with towing plate 24, the towing plate 24 on baffle 1
It is mounted on pull ring 25, is attached between the pull ring 25 by traction rope 26, to the baffle 1 being assembled on undertaking deck 22
Stretching fixation is carried out, the fastness of installation is improved.
The utility model has the advantages that the present invention puts the wall that connection forms the building enclosure by the mutually card of baffle 1, have stronger steady
It is qualitative, can to before wall the soil body or water body protect, by right angle connect stake 2 both ends be attached with baffle 1, right angle
Connection stake 2 is located at the four corners of the building enclosure, and baffle 1 is formed by wall and is combined, and forms whole building enclosure, leads to
It crosses baffle 1 and is formed and be equipped with railing 4 on the inside of the wall of the building enclosure, baffle 1 and right angle connection stake 2 are set between railing 4
There is fixed bracket 3, to being fixed on the inside of the building enclosure, forms dual fixation with the fixed structure of wall outer side, make this
Building enclosure is able to bear biggish impact, by the way that the bottom of bottom stake 11 is fixed below ground, and bottom 11 upper ends of stake placement
There is baffle 1, avoids occurring the more serious phenomenon of soil compaction during the pile driving process, can not be limited, pass through in municipal engineering
Deck 22 will be accepted to be mounted between two baffles 1 up and down, keep constituted building enclosure height adjustable, be suitable for different constructions
The demand in place.
Working principle: in use, first bottom stake 11 is placed in the foundation trench dug, piling bar 15 in fixed plate 13 the
Two connecting holes 14 are driven underground, and bottom stake 11 is fixed, then baffle 1 is placed in the bottom stake mounting groove 12 of bottom stake 11, interior
Right angle snap-gauge 18 is welded in side, and outside uses the connection ring 29 at 17 both ends of connecting rod and the outside fixed plate 13 and baffle 1 of bottom stake 11
The otic placode 16 of outside welding be attached, the outer rod set 27 being rotatablely connected on bar 17 adjusts the length of connecting rod 17, and uses
Locking nut 30 locks the connecting rod 17 for regulating length, while baffle 1 being connected by the card slot mouth 10 at both ends
It connecing, assigns gear rack 5 in junction, adjacent screen 1 is fixed the first connecting hole 6 that fastening bolt 7 passes through in card slot mouth 10,
It accepts the card of deck 22 to be placed between lower baffle plate 1, places 1 multilayer of baffle, the outside for accepting deck 22 is connected with towing plate 24,
It is mounted on pull ring 25 on towing plate 24 and baffle 1, is attached between pull ring 25 by traction rope 26, accepts card to being assembled in
Baffle 1 on seat 22 carries out stretching fixation.
The basic principles, main features and advantages of the invention have been shown and described above.The technical staff of the industry should
Understand, the present invention is not limited to the above embodiments, and the above embodiments and description only describe originals of the invention
Reason, without departing from the spirit and scope of the present invention, various changes and improvements may be made to the invention, these changes and improvements
It all fall within the protetion scope of the claimed invention.The claimed scope of the invention is by appended claims and its equivalent circle
It is fixed.
Claims (10)
1. a kind of sheet pile wall building enclosure, it is characterised in that: including baffle (1), right angle connection stake (2), bottom stake (11) and accept
Deck (22), the baffle (1) mutually card put the wall that connection forms the building enclosure, the both ends of right angle connection stake (2)
It is attached with baffle (1), right angle connection stake (2) is located at the four corners of the building enclosure, and the baffle (1) forms this
Railing (4) are equipped on the inside of the wall of building enclosure, the baffle (1) and right angle connection stake (2) are equipped with admittedly between railing (4)
The bottom of fixed rack (3), the bottom stake (11) is fixed below ground, and the bottom stake (11) upper end is mounted with baffle (1), described
Deck (22) are accepted to be mounted between two baffles (1) up and down.
2. a kind of sheet pile wall building enclosure according to claim 1, it is characterised in that: the baffle (1) is equipped with straight panel face
(8), inclined plate face (9) and card slot mouth (10), the inclined plate face (9) are located at the two sides of straight panel face (8), the card slot mouth (10)
Positioned at the outside of baffle (1), the card slot mouth (10) is attached with inclined plate face (9) respectively.
3. a kind of sheet pile wall building enclosure according to claim 1, it is characterised in that: the baffle (1) is by inner plating
(19), lamina rara externa (20) and elastic link (21) are constituted, and the inner plating (19) and lamina rara externa (20) are located at baffle (1)
Inside and outside, the elastic link (21) is connected between inner plating (19) and lamina rara externa (20), the elastic link (21) it
Between be in interconnection.
4. a kind of sheet pile wall building enclosure according to claim 1, it is characterised in that: the baffle (1) passes through both ends
Card slot mouth (10) is attached, and the card slot mouth (10) junction has been assigned gear rack (5), and is opened up in the card slot mouth (10)
Have the first connecting hole (6), the first connecting hole (6) that the fastening bolt (7) passes through on card slot mouth (10) makes the adjacent screen (1) be in
Detachable connection.
5. a kind of sheet pile wall building enclosure according to claim 1, it is characterised in that: the bottom stake (11) is equipped with bottom stake
Mounting groove (12), fixed plate (13), the second connecting hole (14), piling bar (15), otic placode (16), connecting rod (17) and right angle snap-gauge
(18), the tapered shape in bottom of the bottom stake (11), bottom stake (11) inside offer bottom stake mounting groove (12), the bottom stake
(11) two sides are mounted with fixed plate (13), and second connecting hole (14) is provided with respectively on fixed plate (13), and described
There are two two connecting holes (14) are respectively provided on fixed plate (13), the piling bar (15) passes through the second connecting hole (14) for bottom stake
(11) it is fixed with ground.
6. a kind of sheet pile wall building enclosure according to claim 1 or 5, it is characterised in that: the otic placode (16) is welded respectively
It connects in the bottom stake outside fixed plate (13) of (11) and the outside of baffle (1), the right angle snap-gauge (18) is welded on bottom stake (11)
Inside, the connecting rod (17) are connected between the otic placode (16) in fixed plate (13) and baffle (1).
7. a kind of sheet pile wall building enclosure according to claim 5 or 6, it is characterised in that: the connecting rod (17) is by outer
Rod set (27), interior bar (28), connection ring (29) and locking nut (30) are constituted, and one end of the interior bar (28) assigns into outer respectively
The other end at the both ends of rod set (27), the interior bar (28) is respectively welded connection ring (29), and the locking nut (30) covers
In interior bar (28).
8. a kind of sheet pile wall building enclosure according to claim 7, it is characterised in that: the locking nut (30) sets respectively
The both ends in outer rod set (27) are set, and the locking nut (30) is located at the junction of outer rod set (27) and interior bar (28).
9. a kind of sheet pile wall building enclosure according to claim 1, it is characterised in that: above and below undertaking deck (22)
Both ends offer card slot (23), and the undertaking deck (22) is put in card with baffle (1) by card slot (23) and connect.
10. according to claim 1 with a kind of sheet pile wall building enclosure described in 8, it is characterised in that: it is described to accept deck (22)
Outside is connected with towing plate (24), is mounted on pull ring (25) on the towing plate (24) and baffle (1), the pull ring (25) it
Between be attached by traction rope (26).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810930778.0A CN109113047B (en) | 2018-08-15 | 2018-08-15 | Sheet pile wall enclosure structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810930778.0A CN109113047B (en) | 2018-08-15 | 2018-08-15 | Sheet pile wall enclosure structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109113047A true CN109113047A (en) | 2019-01-01 |
| CN109113047B CN109113047B (en) | 2021-02-19 |
Family
ID=64852653
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810930778.0A Active CN109113047B (en) | 2018-08-15 | 2018-08-15 | Sheet pile wall enclosure structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109113047B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114592480A (en) * | 2022-03-11 | 2022-06-07 | 重庆三峡学院 | Method and device for preventing and treating bank landslide |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1473994A (en) * | 2003-07-31 | 2004-02-11 | 辉 黄 | Movable combined flood cut-off dam |
| CN203080550U (en) * | 2013-01-31 | 2013-07-24 | 河南东大泰隆冶金科技有限公司 | V-shaped precast concrete retaining wall |
| CN203834491U (en) * | 2014-04-25 | 2014-09-17 | 中交二航局第四工程有限公司 | Cofferdam for construction of deep ground pit in water slit stratification layer |
| KR20160008828A (en) * | 2014-07-15 | 2016-01-25 | 유구이앤씨(주) | Earth retaining structure utilizing in-situ soil and earth retaining structure construction Method |
| CN205348151U (en) * | 2015-12-20 | 2016-06-29 | 天津市比博科技发展有限公司 | Steel sheet pile convenient to corner connects |
| CN205395317U (en) * | 2015-12-29 | 2016-07-27 | 上海吉祥科技（集团）有限公司 | Antidetonation aluminium -plastic panel |
| CN106677205A (en) * | 2016-11-11 | 2017-05-17 | 重庆大学 | Fabricated special-shaped steel pipe pile combined retaining wall |
| CN108301323A (en) * | 2018-03-29 | 2018-07-20 | 中交公路长大桥建设国家工程研究中心有限公司 | The bridge floor wave resistance anticollision barrier of Oversea bridge |
-
2018
- 2018-08-15 CN CN201810930778.0A patent/CN109113047B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1473994A (en) * | 2003-07-31 | 2004-02-11 | 辉 黄 | Movable combined flood cut-off dam |
| CN203080550U (en) * | 2013-01-31 | 2013-07-24 | 河南东大泰隆冶金科技有限公司 | V-shaped precast concrete retaining wall |
| CN203834491U (en) * | 2014-04-25 | 2014-09-17 | 中交二航局第四工程有限公司 | Cofferdam for construction of deep ground pit in water slit stratification layer |
| KR20160008828A (en) * | 2014-07-15 | 2016-01-25 | 유구이앤씨(주) | Earth retaining structure utilizing in-situ soil and earth retaining structure construction Method |
| CN205348151U (en) * | 2015-12-20 | 2016-06-29 | 天津市比博科技发展有限公司 | Steel sheet pile convenient to corner connects |
| CN205395317U (en) * | 2015-12-29 | 2016-07-27 | 上海吉祥科技（集团）有限公司 | Antidetonation aluminium -plastic panel |
| CN106677205A (en) * | 2016-11-11 | 2017-05-17 | 重庆大学 | Fabricated special-shaped steel pipe pile combined retaining wall |
| CN108301323A (en) * | 2018-03-29 | 2018-07-20 | 中交公路长大桥建设国家工程研究中心有限公司 | The bridge floor wave resistance anticollision barrier of Oversea bridge |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114592480A (en) * | 2022-03-11 | 2022-06-07 | 重庆三峡学院 | Method and device for preventing and treating bank landslide |
| CN114592480B (en) * | 2022-03-11 | 2023-06-13 | 重庆三峡学院 | Method and device for preventing and controlling landslide of reservoir bank |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109113047B (en) | 2021-02-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105155554B (en) | A kind of deep basal pit of arching system | |
| DE102010020995B4 (en) | Foundation system for the foundation of an offshore wind energy plant | |
| KR101474515B1 (en) | Earth retaining wall using support and panel, method for constructing the same | |
| DE102004042066B4 (en) | Foundation for an offshore wind turbine | |
| CN109113047A (en) | A kind of sheet pile wall building enclosure | |
| CN108316310B (en) | Sheet pile supporting construction | |
| CN209760756U (en) | Anchoring type overhanging scaffold | |
| CN210315575U (en) | Stagnant water envelope of soft soil foundation building foundation ditch | |
| CN208486272U (en) | A kind of constructing structure of two-tube diagonal brace deep basal pit | |
| EP2362090A2 (en) | Adjustable spread foundation, preferably separated, for offshore wind farms | |
| CN108678362B (en) | Fixed installation method for construction elevator and wall | |
| CN108487302A (en) | The compound earth-retaining piling wall and construction method of a kind of support pile, retaining wall and pile foundation | |
| WO2006024244A1 (en) | Foundation for an offshore-wind farm | |
| CN213233482U (en) | Deep foundation pit supporting structure with waterproof function | |
| CN212582702U (en) | Lifting type deep foundation pit supporting device | |
| CN115012429A (en) | Supporting structure for exposing foundation pit for long time and construction method thereof | |
| CN113737811A (en) | Assembly type supporting structure in narrow foundation pit and construction method thereof | |
| CN211368731U (en) | A foundation ditch construction high strength supporting beam for construction | |
| KR102307510B1 (en) | Temporary earth retaining structure and Construction method using the same | |
| CN210712857U (en) | Easy dismouting formula underground structure | |
| CN106351232A (en) | Internal rigid frame support foundation pit supporting structure and construction method thereof | |
| CN207063676U (en) | Swing suspension column | |
| KR20090091476A (en) | Soil retaining structure and method for two rows pile having passage | |
| CN217998077U (en) | Gravel layer draws anchor formula campshed supporting construction | |
| JP7214279B1 (en) | Pile, mount, and mount system for both hard and soft soil |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20190930 Address after: 528300 East Office Building 201-11, No. 11 Junye East Road, Beijiao Town, Shunde District, Foshan City, Guangdong Province Applicant after: Guangdong Bozhilin Robot Co., Ltd. Address before: 519000 -46218, 105 room 6, Baohua Road, Hengqin New District, Zhuhai, Guangdong (centralized office area) Applicant before: Green mountain high tech Construction Technology Co., Ltd. |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant |