CN206646487U - Assembled bulk latches steel sheet pile - Google Patents
Assembled bulk latches steel sheet pile Download PDFInfo
- Publication number
- CN206646487U CN206646487U CN201720397847.7U CN201720397847U CN206646487U CN 206646487 U CN206646487 U CN 206646487U CN 201720397847 U CN201720397847 U CN 201720397847U CN 206646487 U CN206646487 U CN 206646487U
- Authority
- CN
- China
- Prior art keywords
- steel
- main body
- connecting pin
- sheet pile
- steel plate
- 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
Links
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
A kind of assembled bulk latches steel sheet pile, the connecting pin (2) and junction button (3) being fixedly connected including main part (1), respectively with the both ends of main part (1), main part (1) includes main body steel plate (11) and is fixedly installed on the main body steel plate supporting construction (12) on main body steel plate (11) preceding surface, connecting pin (2) has plug division (211), and junction button (3) has grafting gap (311).The utility model assembled bulk lock steel sheet pile can gather materials on the spot, and assemble on the spot, and faster, simpler, good integrity of constructing, water-stagnating effect is good, small to soil disturbance during extraction for speed of application.
Description
Technical field
A kind of steel sheet pile is the utility model is related to, more particularly to a kind of fabricated steel sheet pile for cofferdam waterborne.
Background technology
Cofferdam refers in hydraulic engineering construction, to build permanent water conservancy projects, the provisional building enclosure built.Its
Effect is to prevent water and soil from building position into building, so as in cofferdam internal drainage, excavation pit, build building.One
As be mainly used in waterwork, except as formal building a part in addition to, cofferdam is typically removed after being finished.Cofferdam height
Higher than the peak level being likely to occur in the construction time.
Steel sheet-pile cofferdam is a kind of the most frequently used sheet-pile cofferdam.Used steel sheet pile is largely Larsen steel plate during cofferdam
Stake, needs to purchase using Larsen steel sheet pile, and steel sheet pile needs whole Transporting, exist buying and transport are inconvenient, Meteorological is big,
Water-stagnating effect is poor when constructing on the water, sealing raw material materials are inconvenient, seal construction difficulty is big, shakes when extracting and easily causes greatly
The problem of soil body sinks.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of assembled bulk lock steel sheet pile, and it can solve steel
The problem of sheet pile buying transport steel sheet-pile cofferdam globality poor inconvenient, waterborne, water-stagnating effect difference, and can reduce and extract steel sheet pile
When vibration, reduce steel sheet pile Meteorological, be easy to sealing draw materials and seal construction technique can be simplified.
The utility model assembled bulk latches steel sheet pile, including main part, the both ends respectively with the main part are fixed
The connecting pin and junction button of connection, the main part include main body steel plate and are fixedly installed on the main body steel on the preceding surface of main body steel plate
Board supporting structure, the connecting pin have plug division, and the junction button has grafting gap.
The utility model assembled bulk latches steel sheet pile, wherein, the main body steel plate supporting construction includes two main bodys
Angle steel and multiple main body I-steel, two main body angle steel are respectively fixedly connected with the both ends on the preceding surface of main body steel plate, multiple
Main body I-steel be arranged in parallel, uniform intervals be fixed on the main body steel plate preceding surface and positioned at two main body angle steel it
Between.
The utility model assembled bulk latches steel sheet pile, wherein, the main body steel plate supporting construction also includes multiple masters
Body lateral connection steel plate and the oblique junction steel plate of multiple main bodys, multiple main body lateral connection steel plates are disposed in an evenly spaced relation in phase
Between adjacent two main body I-steel, multiple oblique junction steel plates of main body be disposed in an evenly spaced relation in main body angle steel and with main body angle
Between the nearest main body I-steel of steel.
The utility model assembled bulk latches steel sheet pile, wherein, the connecting pin includes connecting pin I-steel, connecting pin
Angle steel, spacing fixed plate, the connecting pin I-steel are set perpendicular to the main body I-steel, and connecting pin angle steel is with being located at right side
Main body angle steel bolt connection, connecting pin I-steel is connected with connecting pin angle steel by spacing fixed plate, and spacing fixed plate uses
Steel plate bending is L-shaped, is supported between the connecting pin I-steel and connecting pin angle steel by strengthening Interal fixation, the connecting pin
The right part of I-steel forms the plug division beyond the right part of spacing fixed plate.
The utility model assembled bulk latches steel sheet pile, wherein, the junction button includes two channel-section steels, junction button angle
Steel, junction button steel plate, the oblique junction steel plate of junction button, junction button fixation steel plate, connection clip angle and the main body angle for being located at left side
Steel bolt connection, two channel-section steel fore-and-aft directions are set and the two recess is oppositely arranged to form the grafting gap, two channel-section steels it
Between interspace in advance and close to the junction button fixation steel plate connection of connection clip angle side, junction button Interal fixation is connected to be located at after
The rear surface of side channel steel and its right flank is fixedly connected with the left surface of main body steel plate, the oblique junction steel plate of junction button is fixedly connected
Between the channel-section steel of front side and connection clip angle.
The utility model assembled bulk latches steel sheet pile, wherein, the junction of the main part and the connecting pin is set
It is equipped with rubber fastening band.
The utility model assembled bulk latches steel sheet pile, wherein, the junction of the main part and the junction button is set
It is equipped with rubber fastening band.
The utility model assembled bulk latches steel sheet pile, wherein, the lower end of the junction button has V-arrangement end, V-arrangement end
The tip in portion is set down.
The utility model assembled bulk latches steel sheet pile, wherein, the V-arrangement end is made of two blocks of steel plates, two pieces
One end of steel plate is welded and fixed, the other end is respectively fixedly connected with channel-section steel.
The utility model assembled bulk latches steel sheet pile, wherein, employed in the assembled bulk lock steel sheet pile
I-steel is No. 16 I-steel, and used steel plate is 15mm steel plates, and used channel-section steel is No. 14 channel-section steels, used
Angle steel is No. 10 equal leg angles, and used bolt is M60*60 bolts, on used angle steel between two neighboring bolt hole
Distance be 20cm.
The utility model assembled bulk lock steel sheet pile difference from prior art is the utility model assembled
Bulk latches steel sheet pile, including main part, the connecting pin and junction button that are fixedly connected respectively with the both ends of main part, main part bag
Include main body steel plate and be fixedly installed on the main body steel plate supporting construction on the preceding surface of main body steel plate, connecting pin has plug division, connection
Fastener has grafting gap, and steel sheet pile three parts are made up of steel plate, angle steel, I-steel, directly can be drawn materials from construction site, welding is solid
It is fixed, an entirety is formed, it is very convenient, solve the problems, such as to purchase Larsen steel sheet pile transport inconvenience and Meteorological is high；Group
When filling this steel sheet pile, there are two kinds of forms, a kind of form is that main part is connected with connecting pin in 180 °, and another form is main part
It is connected with connecting pin in 90 °, the steel sheet pile of 90 ° of connections can be used as the corner in cofferdam, and three parts are bolted, can be on the spot
Assembly or disassembly, speed of application are fast；During cofferdam construction waterborne, using traditional medium-sized vibration hammer injection, by one piece of steel sheet pile
Connecting pin and another piece of junction button grafting, now using the steel sheet piles of 180 ° of connections, one piece of then one piece of injection, during corner,
Realized using the steel sheet pile of 90 ° of connections, until cofferdam is formed, after cofferdam is formed, 15cm*15cm*1200cm is sent into channel-section steel position
Nylon Bag, drive Grouting Pipe to note mortar bottom-up with air compressor machine and seal, the utility model steel sheet pile three parts are formed as
One entirety, globality is high, and water-stagnating effect is good, and steel sheet pile is with small vibration when extracting, and seals convenient material drawing and can simplify seal construction
Technique.
The utility model assembled bulk lock steel sheet pile is described further below in conjunction with the accompanying drawings.
Brief description of the drawings
Fig. 1 is the overlooking the structure diagram for the embodiment one that the utility model assembled bulk latches steel sheet pile；
Fig. 2 is the main structure diagram for the embodiment one that the utility model assembled bulk latches steel sheet pile；
Fig. 3 be the utility model assembled bulk latch steel sheet pile embodiment one in junction button left view structural representation
Figure；
Fig. 4 is the overlooking the structure diagram for the embodiment two that the utility model assembled bulk latches steel sheet pile.
Embodiment
Embodiment one
As shown in figure 1, the present embodiment assembled bulk lock steel sheet pile includes main part 1, the respectively left side with main part 1
The junction button 3 and connecting pin 2 that end, right-hand member are welded and fixed, main part 1 include main body steel plate 11 and are weldingly fixed on main body steel plate 11
The main body steel plate supporting construction 12 on preceding surface, connecting pin 2 have plug division 211, and junction button 3 has grafting gap 311, connecting pin
2 plug division 211 is used for the grafting of grafting gap 311 with the junction button 3 of adjacent steel sheet pile.
More specifically structure type is：With reference to shown in Fig. 1 and Fig. 2, main body steel plate supporting construction 12 includes two main body angles
Steel 121 and multiple main body I-steel 122, the both ends for being fixed on the preceding surface of main body steel plate are respectively welded in two main body angle steel 121, more
Individual main body I-steel 122 be arranged in parallel, uniform intervals are fixed on the preceding surface of main body steel plate 11 and is located at two main body angle steel 121
Between.Main body steel plate supporting construction 12 also includes multiple main body lateral connection steel plates 123 and the oblique junction steel plate of multiple main bodys
124, multiple main body lateral connection steel plates 123 are disposed in an evenly spaced relation between two neighboring main body I-steel 122, and multiple main bodys are oblique
It is disposed in an evenly spaced relation in junction steel plate 124 between main body angle steel 121 and the main body I-steel 122 nearest with main body angle steel 121.
Connecting pin 2 includes connecting pin I-steel 21, connecting pin angle steel 22, spacing fixed plate 23, and connecting pin I-steel 21 is perpendicular to main body
I-steel 122 is set, and connecting pin angle steel 22 is connected with the bolt 4 of main body angle steel 121 positioned at right side, and connecting pin I-steel 21 is with connecting
Pin angle steel 22 is connected by spacing fixed plate 23, on the one hand, spacing fixed plate 23 can be by connecting pin I-steel 21 and connection
Pin angle steel 22 is fixedly connected, and on the other hand, spacing fixed plate 23 is L-shaped using steel plate bending, the right-hand member of connecting pin I-steel 21
Portion forms plug division 211 beyond the right part of spacing fixed plate 23, the bending part 231 of the spacing fixed plate 23 of L-shaped can pair with even
The junction button of pin grafting plays position-limiting action, passes through between connecting pin I-steel connecting pin I-steel 21 and connecting pin angle steel 22
Strengthen steel plate 24 and be welded and fixed support.
With reference to shown in Fig. 1-Fig. 3, junction button 3 includes two channel-section steels 31, connection clip angle 32, junction button steel plate 33, connection
Oblique junction steel plate 34, junction button fixation steel plate 35 are detained, connection clip angle 32 connects with the bolt of main body angle steel 121 positioned at left side
Connect, two fore-and-aft directions of channel-section steel 31 are set and the two recess is oppositely arranged to form grafting gap 311, are reserved between two channel-section steels 31
3cm space 312, and two channel-section steels 31 fix steel close to the right side that connection clip angle 32 side is two channel-section steels 31 with junction button
Plate 35 is connected, and junction button steel plate 33 is fixedly connected on positioned at the rear surface of rear side channel-section steel 31 and its right flank and main body steel plate 11
Left surface is fixedly connected, the oblique junction steel plate 34 of junction button be fixedly connected on channel-section steel 31 positioned at front side be connected clip angle 32 it
Between.
The junction of main part 1 and connecting pin 2 is provided with rubber fastening band, and the junction of main part 1 and junction button 3 is also set
It is equipped with rubber fastening band, rubber fastening band not shown in figure.
As shown in figure 3, the lower end of junction button 2 has V-arrangement end 25, the tip of V-arrangement end 25 is set down, V-arrangement end
25 are made of two blocks of steel plates, and one end of two blocks of steel plates is welded and fixed, the other end is respectively fixedly connected with channel-section steel.V-arrangement end
The insertion of 25 setting convenient steel plate stake.V-arrangement end can also be formed using one piece of steel plate bending.
The present embodiment assembled bulk latches steel sheet pile, wherein, it is No. 16 I-steel to use I-steel, used
Steel plate is 15mm steel plates, and used channel-section steel is No. 14 channel-section steels, and used angle steel is No. 10 equal leg angles, used spiral shell
Bolt is M60*60 bolts, and the distance between two neighboring bolt hole is 20cm on used angle steel.Main body minister 2m, width
0.16m, high 12m；The long 0.3m of connecting pin, wide 0.1m, high 12m；The long 0.25m of junction button, wide 0.15m, high 12m.The main body on right side
Bolt hole corresponding with the bolt hole that connecting pin angle steel 22 is reserved is provided with angle steel 121, makees to set on the main body angle steel 121 in left side
Bolt hole corresponding with the bolt hole that connection clip angle 32 is reserved is equipped with, centre presss from both sides when connecting pin and junction button and main part connect
Upper above-mentioned rubber fastening band.
Main body steel plate 11, the junction button steel plate 33 of the utility model assembled bulk lock steel sheet pile can be a monoblock steel
Plate or plurality of steel plates are welded.
Embodiment two
As shown in figure 4, the difference of embodiment two and embodiment one is：In 90 ° of connections between main part and connecting pin, and
Than embodiment more than one, an angle steel and bolt are set.
In embodiment one, main part is connected with connecting pin in 180 °, side of such a mode as cofferdam, in embodiment two,
Main part is connected with connecting pin in 90 °, and the steel sheet pile of 90 ° of connections can be used as the corner in cofferdam, be mentioned in the utility model
On the basis of 180 ° or 90 ° are the position relationships of the vertical plate 232 by main body steel plate 11 Yu the spacing fixed plate 23 of L-shaped.It will need to weld
The position connect is welded, and is then bolted three parts of the present utility model using bolt, is assembled on the spot；It is waterborne to enclose
When weir is constructed, using traditional medium-sized vibration hammer injections of DZJ-150, one piece of steel sheet pile first is squeezed into from an angle, makes steel sheet pile
For smooth surface towards inboard (space to be fenced up by multiple steel sheet piles is inboard), the back of the body helps structure (i.e. main body steel plate supporting construction 12) outwardly
Side, by the connecting pin of one piece of steel sheet pile and another piece of junction button grafting, now using the steel sheet pile of 180 ° of connections, one piece then
One piece of injection, during corner, realized using the steel sheet piles of 90 ° of connections, until cofferdam is formed, after cofferdam is formed, the channel-section steel of junction button
15cm*15cm*1200cm Nylon Bag is sent into position, drives Grouting Pipe to note mortar bottom-up with air compressor machine and seals, this reality
It can be gathered materials on the spot with Novel steel sheet pile, save artificial and cost of transportation, three parts are formed as an entirety, whole after forming cofferdam
Body is high, and water-stagnating effect is good, and steel sheet pile is with small vibration when extracting, and seals convenient material drawing and can simplify seal construction technique.
During cofferdam, it can be needed to select the number of steel sheet pile according to cofferdam.
Embodiment described above is only that preferred embodiment of the present utility model is described, not to this practicality
New scope is defined, and on the premise of the utility model design spirit is not departed from, those of ordinary skill in the art are to this
The various modifications and improvement that the technical scheme of utility model is made, the protection of the utility model claims book determination all should be fallen into
In the range of.
Claims (10)
1. a kind of assembled bulk latches steel sheet pile, it is characterised in that：Including main part (1), respectively with the main part (1)
The connecting pin (2) and junction button (3) that both ends are fixedly connected, the main part (1) include main body steel plate (11) and are fixedly installed on
The main body steel plate supporting construction (12) on main body steel plate (11) preceding surface, the connecting pin (2) have plug division (211), the company
Connecing button (3) has grafting gap (311).
2. assembled bulk according to claim 1 latches steel sheet pile, it is characterised in that：The main body steel plate supporting construction
(12) two main body angle steel (121) and multiple main body I-steel (122) are included, two main body angle steel (121) are fixed respectively
The both ends on the preceding surface of main body steel plate are connected to, multiple main body I-steel (122) be arranged in parallel, uniform intervals are fixed on the main body
The preceding surface of steel plate (11) is simultaneously located between two main body angle steel (121).
3. assembled bulk according to claim 2 latches steel sheet pile, it is characterised in that：The main body steel plate supporting construction
(12) multiple main body lateral connection steel plates (123) and the oblique junction steel plate of multiple main bodys (124) are also included, multiple main bodys are horizontal
Between two neighboring main body I-steel (122) is disposed in an evenly spaced relation in junction steel plate (123), multiple oblique connections of main body
Steel plate (124) be disposed in an evenly spaced relation in main body angle steel (121) and the main body I-steel (122) nearest with main body angle steel (121) it
Between.
4. assembled bulk according to claim 3 latches steel sheet pile, it is characterised in that：The connecting pin (2) includes connecting
Pin I-steel (21), connecting pin angle steel (22), spacing fixed plate (23), the connecting pin I-steel (21) is perpendicular to the master
Body I-steel (122) is set, connecting pin angle steel (22) and main body angle steel (121) bolt connection positioned at right side, connecting pin I-shaped
Steel (21) is connected with connecting pin angle steel (22) by spacing fixed plate (23), and spacing fixed plate (23) is L-shaped using steel plate bending,
By strengthening the fixed support of steel plate (24), the connecting pin work between the connecting pin I-steel (21) and connecting pin angle steel (22)
The right part of word steel (21) forms the plug division (211) beyond the right part of spacing fixed plate (23).
5. assembled bulk according to claim 4 latches steel sheet pile, it is characterised in that：The junction button (3) includes two
Individual channel-section steel (31), connection clip angle (32), junction button steel plate (33), the oblique junction steel plate of junction button (34), junction button fix steel
Plate (35), connection clip angle (32) and main body angle steel (121) bolt connection positioned at left side, two channel-section steel (31) fore-and-aft directions are set
Put and the two recess is oppositely arranged to form the grafting gap (311), interspaced in advance (312) between two channel-section steels and close to connection
Clip angle (32) side is connected with junction button fixation steel plate (35), and junction button steel plate (33) is fixedly connected on positioned at rear side channel-section steel
(31) rear surface and its right flank is fixedly connected with the left surface of main body steel plate (11), and the oblique junction steel plate of junction button (34) is solid
Surely the channel-section steel (31) positioned at front side is connected to being connected between clip angle (32).
6. assembled bulk according to claim 5 latches steel sheet pile, it is characterised in that：The main part (1) with it is described
The junction of connecting pin (2) is provided with rubber fastening band.
7. assembled bulk according to claim 6 latches steel sheet pile, it is characterised in that：The main part (1) with it is described
The junction of junction button (3) is provided with rubber fastening band.
8. assembled bulk according to claim 7 latches steel sheet pile, it is characterised in that：The lower end of the junction button (3)
With V-arrangement end (25), the tip of V-arrangement end (25) is set down.
9. assembled bulk according to claim 8 latches steel sheet pile, it is characterised in that：The V-arrangement end (25) uses
Two blocks of steel plates are made, and one end of two blocks of steel plates is welded and fixed, the other end is respectively fixedly connected with channel-section steel.
10. assembled bulk according to claim 9 latches steel sheet pile, it is characterised in that：The assembled bulk lock
I-steel is No. 16 I-steel employed in steel sheet pile, and used steel plate is 15mm steel plates, and used channel-section steel is 14
Number channel-section steel, used angle steel are No. 10 equal leg angles, and used bolt is M60*60 bolts, adjacent on used angle steel
The distance between two bolts hole are 20cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720397847.7U CN206646487U (en) | 2017-04-17 | 2017-04-17 | Assembled bulk latches steel sheet pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720397847.7U CN206646487U (en) | 2017-04-17 | 2017-04-17 | Assembled bulk latches steel sheet pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206646487U true CN206646487U (en) | 2017-11-17 |
Family
ID=60276658
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720397847.7U Expired - Fee Related CN206646487U (en) | 2017-04-17 | 2017-04-17 | Assembled bulk latches steel sheet pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206646487U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111441338A (en) * | 2020-04-09 | 2020-07-24 | 中交第二航务工程局有限公司 | Unlocking repair method for steel sheet pile with dense sand layer |
-
2017
- 2017-04-17 CN CN201720397847.7U patent/CN206646487U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111441338A (en) * | 2020-04-09 | 2020-07-24 | 中交第二航务工程局有限公司 | Unlocking repair method for steel sheet pile with dense sand layer |
| CN111441338B (en) * | 2020-04-09 | 2021-07-06 | 中交第二航务工程局有限公司 | Unlocking repair method for steel sheet pile with dense sand layer |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206815355U (en) | A kind of river course pile foundation cofferdam | |
| CN101597904A (en) | A kind of splash guard pile cofferdam and job practices thereof | |
| CN202644551U (en) | Steel pipe pile cofferdam structure | |
| CN206646487U (en) | Assembled bulk latches steel sheet pile | |
| CN201428137Y (en) | Water-proof sheet pile cofferdam | |
| CN207775909U (en) | A kind of cofferdam with combination shaped steel plate pile | |
| CN109881685A (en) | A kind of assembled piling bar and its assembly method with the edge of a wing | |
| CN207538054U (en) | A kind of combined type cofferdam | |
| CN203334295U (en) | Large-diameter arc-shaped steel sheet pile foundation pit supporting structure | |
| CN108343052A (en) | A kind of steel Guan Liang and its installation method for SMW engineering methods | |
| CN103410155B (en) | A kind of recyclable preposition assembling braced cuts structure and application process thereof | |
| CN207919537U (en) | A kind of steel Guan Liang for SMW engineering methods | |
| CN102619214A (en) | U-shaped interface steel sheet pile and application thereof in enclosure for foundation pit | |
| CN114250744A (en) | Novel ecological combined river slope retaining wall revetment | |
| CN206829147U (en) | A kind of combined type shaped steel, slip casting steel pipe bearing diagonal foundation pit enclosure structure | |
| CN211312487U (en) | Steel pipe and steel plate combined sheet pile enclosure structure | |
| CN202081418U (en) | Continuous steel sheet pile for foundation pit support or continuous concrete wall | |
| CN109056649A (en) | A kind of sheet pile combination shore protection and its construction method | |
| CN204875811U (en) | Combined type multirow stake underground structure | |
| CN212801549U (en) | H-shaped double-row steel sheet pile supporting structure | |
| CN211143056U (en) | Bored concrete pile construction is with convenient to detach's mud collecting box | |
| CN207812470U (en) | A kind of plastic sheet pile with injected hole | |
| CN209011082U (en) | A kind of assembled peg board combination shore protection | |
| CN209011083U (en) | A kind of peg board combination shore protection | |
| CN212801593U (en) | Locking notch structure of steel pipe pile cofferdam |
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: 20171117 Termination date: 20190417 |