CN106049419B - A kind of combination against seepage sheet pile - Google Patents

A kind of combination against seepage sheet pile Download PDF

Info

Publication number
CN106049419B
CN106049419B CN201610253388.5A CN201610253388A CN106049419B CN 106049419 B CN106049419 B CN 106049419B CN 201610253388 A CN201610253388 A CN 201610253388A CN 106049419 B CN106049419 B CN 106049419B
Authority
CN
China
Prior art keywords
sheet pile
wing plate
connector
combination
pin
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.)
Active
Application number
CN201610253388.5A
Other languages
Chinese (zh)
Other versions
CN106049419A (en
Inventor
姜祖良
富方卫
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sea Salt Hui Xiang Building Material Science And Technology Ltd
Original Assignee
Sea Salt Hui Xiang Building Material Science And Technology Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sea Salt Hui Xiang Building Material Science And Technology Ltd filed Critical Sea Salt Hui Xiang Building Material Science And Technology Ltd
Priority to CN201610253388.5A priority Critical patent/CN106049419B/en
Publication of CN106049419A publication Critical patent/CN106049419A/en
Application granted granted Critical
Publication of CN106049419B publication Critical patent/CN106049419B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/02Sheet piles or sheet pile bulkheads
    • E02D5/03Prefabricated parts, e.g. composite sheet piles
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/02Sheet piles or sheet pile bulkheads
    • E02D5/14Sealing joints between adjacent sheet piles

Abstract

The present invention provides a kind of combination against seepage sheet piles, it is connected in sequence by multiple sheet piles, the junction of two neighboring sheet pile has antiseepage chamber, and filler is injected wherein, sheet pile after making combination is formed with certain thickness impervious barrier in junction, and for the sheet pile after the connection of existing simple combination, anti-seepage effect is more preferable, and the sheet pile bonding strength after combination is greatly improved, it is more durable.

Description

A kind of combination against seepage sheet pile
Technical field
The present invention relates to a kind of combination against seepage sheet piles.
Background technique
In recent years, sheet pile is widely used in water conservancies such as river levee shore protection, water stop cofferdam, river levee regulation and underground impervious walls In engineering, multiple sheet pile connection composition sheet pile walls are embedded to underground, have fine earth-retaining water-stagnating effect, and with its manufacture material It continuously improves, by traditional materials such as initial plank, concrete, improves plastic-steel sheet pile till now, composite material sheet pile etc., It not only may be reused, be hardly damaged, additionally it is possible to adapt to various construction environments.
In order to keep the sheet pile wall percolation-proof effect after combination more preferable, the sealing of interconnecting piece between reinforcing plate stake can be considered first Property, interconnecting piece is usually the structure that the connector of sheet pile one end is connected with the matching grooves of the other end in the prior art, also, sheet pile It would generally be designed to that one end has a connector, the corresponding other end is the structure of a link slot, such as is all the application A kind of patent document for the Patent No. 201420436568.3 entitled " plastics-steel combination sheet pile " submitted before people, the modeling of introduction Steel sheet pile is that one end has groove, and the other end is the structure of matched T shape connector, is set by the improvement to connection header structure Meter, is allowed to after connecting with corresponding matching grooves that gap is smaller to reach preferable infiltration energy.But through after a period of time Use experience, discovery combination after sheet pile percolation-proof effect it is not good enough, accordingly, it is desirable to provide a kind of percolation-proof effect is better Sheet pile.
Summary of the invention
The technical problem to be solved in the present invention is to provide a kind of better sheet piles of percolation-proof effect.
To solve the above-mentioned problems, the present invention provides a kind of combination against seepage sheet pile, not only percolation-proof effect is more preferable, connection Intensity also increases.Specific structure are as follows: be connected in sequence by multiple sheet piles, the position of two neighboring sheet pile connection has anti- Seep chamber.
Further, the sheet pile includes web and web both ends difference horizontal-extending left wing plate round about And right wing plate.
As the first improvement project of above-mentioned sheet pile for seepage control, the end of the left wing plate and right wing plate is equipped with 2 companies The end of socket part, the interconnecting piece is connecting pin, and the connecting pin of left wing plate and the connecting pin of right wing plate are mutually matched;It is two neighboring Under the connecting pin connection status of sheet pile, the cavity that 4 interconnecting pieces of junction are enclosed constitutes the antiseepage chamber.
Further, the connecting pin on the left wing plate is connector, and the connecting pin on the right wing plate is and connector The link slot to match.
Further, the interconnecting piece of the left wing plate and right wing plate is in same plane on vertical direction.
As second of improvement project of aforementioned sheet pile for seepage control, the end of the left wing plate and right wing plate is the first connection End, the first connecting pin of the left wing plate and the first connecting pin of right wing plate are mutually matched;On the left wing plate and right wing plate also Equipped with vertical with the connection direction of the first connecting pin or close to vertical second connection end;The combination against seepage sheet pile further includes Connector, the both ends of the connector are equipped with the third connecting pin to match with the second connection end;The of two neighboring sheet pile Under one connecting pin connection status, the third connecting pin at connector both ends is connect with the second connection end of two sheet piles respectively, described The cavity that the wing plate of connector and two sheet piles is enclosed constitutes the antiseepage chamber.
Further, the first connecting pin of the left wing plate is connector, and the first connecting pin of the right wing plate is and connects The link slot that connector is mutually matched.
Further, the second connection end is connector, and the third connecting pin is the connection to match with connector Slot.
Further, the connector is U-shaped structure or C-shaped configuration.
In combination against seepage sheet pile of the present invention, the web is preferably U-shaped structure, the web middle position It is arranged fluted.
The intracavitary portion of antiseepage of the present invention can inject filler according to practical application, it is ensured that better infiltration energy.
Combination against seepage sheet pile of the present invention has the advantages that following prominent: in junction shape after being connected due to sheet pile At antiseepage chamber, compared with the structure of existing sheet pile junction, antiseepage chamber is equivalent to the water impermeable barrier of thickening, and percolation-proof effect is more It is good, and after the intracavitary injection filler of antiseepage, also make whole sheet pile stronger, bonding strength also greatly improves.
Detailed description of the invention
Attached drawing 1 is sheet-pile structure schematic diagram in embodiment one;
Attached drawing 2 is structural schematic diagram after sheet pile combination in embodiment one;
Attached drawing 3 is sheet-pile structure schematic diagram in embodiment two;
Attached drawing 4 is connecting-piece structure schematic diagram in embodiment two;
Attached drawing 5 is structural schematic diagram after sheet pile combination in embodiment two.
Wherein 1- web, 2- left wing plate, 3- right wing plate, the first connector of 4-, the second connector of 5-, the first link slot of 6-, The second link slot of 7-, 8- antiseepage chamber, 9- groove, 11- third link slot.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and embodiments, right The present invention is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, and It is not used in the restriction present invention.
A kind of combination against seepage sheet pile of the present invention is connected in sequence by multiple sheet piles, two neighboring sheet pile connection Position has antiseepage chamber.
The sheet pile includes web and web both ends difference horizontal-extending left wing plate and right wing plate round about.
The first embodiment of the invention is as shown in Figure 1, 2.
As shown in Figure 1, the end of the sheet pile web left wing plate 2 and right wing plate 3 is equipped with 2 interconnecting pieces, described The end of interconnecting piece is connecting pin, and the connecting pin of left wing plate is the first connector 4 and the second connector 5, the connection on right wing plate End is the first link slot 6 and the second link slot 7 to match with connector.
The first connector 4 and the second connector 5 of the left wing plate connecting pin are in same plane on vertical direction, right flank The first link slot 6 to match with connector and the second link slot 7 on plate are also at same plane on vertical direction.
As shown in Fig. 2, adjacent sheet pile passes through the first connector 4 and the second connector 5 on one of sheet pile left wing plate Connection is matched with the first link slot 6 of another sheet pile right wing plate and the second link slot 7, forms antiseepage chamber 8 in junction.
Second embodiment of the invention is as shown in Fig. 3,4,5.
The end of sheet pile as shown in Figure 3, web left wing plate and right wing plate is the first connecting pin, the first connection of left wing plate End is the first connector 4, and the first connecting pin of right wing plate is the first link slot 6 being mutually matched with connector.The left wing plate Vertical with the connection direction of the first connecting pin or close to vertical second connection end with being additionally provided on right wing plate, described second connects Connecing end is the second connector 5.
As shown in figure 4, the combination against seepage sheet pile further includes connector, the both ends of the connector are equipped with to be connected with described second The third link slot that connector matches.
As shown in figure 5, under the first connecting pin connection status of two neighboring sheet pile, the third link slot point at connector both ends It is not connect with the second connector of two sheet piles, the cavity that the wing plate of the connector and two sheet piles is enclosed constitutes described anti- Seep chamber.
The connector both ends being related in combinations of the above sheet pile for seepage control may be connection header structure, it is corresponding with its The second connection end on sheet pile matched is set as connecting groove structure or similar shift design, as long as antiseepage chamber can be combined into, Just belong to and same idea of the present invention, anti-seepage effect of the present invention can be reached.
In combination against seepage sheet pile of the present invention, the web is preferably U-shaped or C-shaped configuration, in existing design Pattern can consider using in the present invention.The web middle position setting fluted 9, can make in construction and installation Sheet pile is more easily inserted into underground, can also increase the stability of sheet pile, the number and shape of groove can be according to actual needs It is designed.
The intracavitary portion of antiseepage of the present invention, can inject filler, such as concrete, not only may insure better water-impervious Effect, moreover it is possible to increase sheet pile bonding strength, keep sheet pile more durable.
The structural style of connector mentioned in the present invention and matched link slot can use existing all structures, Such as geneva cross and its matched claw type link slot;Or T shape connector, C-shaped link slot etc..
The structural woods such as sheet pile involved in the present invention and connector are of fine quality first to select plastic-steel material.
In the description of the present invention, it is to be understood that, term "left", "right", "upper", "lower", "front", "rear", The orientation or positional relationship of the instructions such as "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of retouching It states the present invention and simplifies description, rather than the device or element of indication or suggestion meaning must have a particular orientation, with specific Orientation construction and operation, therefore be not considered as limiting the invention.
In short, the foregoing is merely illustrative of the preferred embodiments of the present invention, it is not intended to limit the invention, it is all in the present invention Spirit and principle within made any modifications, equivalent replacements, and improvements etc., should be included in protection scope of the present invention it It is interior.

Claims (5)

1. a kind of combination against seepage sheet pile, is connected in sequence by multiple sheet piles, which is characterized in that the position of two neighboring sheet pile connection It sets with antiseepage chamber;The sheet pile includes web and web both ends difference horizontal-extending left wing plate and the right side round about Wing plate;The end of the left wing plate and right wing plate is the first connecting pin, the of the first connecting pin of the left wing plate and right wing plate One connecting pin is mutually matched;Be additionally provided on the left wing plate and right wing plate it is vertical with the connection direction of the first connecting pin or close to Vertical second connection end;The combination against seepage sheet pile further includes connector, and the both ends of the connector are equipped with to be connected with described second Connect the third connecting pin that end matches;Under first connecting pin connection status of two neighboring sheet pile, the third at connector both ends connects It connects end to connect with the second connection end of two sheet piles respectively, the cavity that the wing plate of the connector and two sheet piles is enclosed is constituted The antiseepage chamber.
2. combination against seepage sheet pile according to claim 1, it is characterised in that: the first connecting pin of the left wing plate is connection Head, the first connecting pin of the right wing plate are the link slot being mutually matched with connector.
3. combination against seepage sheet pile according to claim 1, it is characterised in that: the second connection end is connector, described Third connecting pin is the link slot to match with connector.
4. combination against seepage sheet pile according to claim 1, it is characterised in that: the connector is U-shaped structure or C-shaped knot Structure.
5. combination against seepage sheet pile described in any one of -4 according to claim 1, it is characterised in that: the web is U-shaped knot Structure, the web middle position setting are fluted.
CN201610253388.5A 2016-04-22 2016-04-22 A kind of combination against seepage sheet pile Active CN106049419B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610253388.5A CN106049419B (en) 2016-04-22 2016-04-22 A kind of combination against seepage sheet pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610253388.5A CN106049419B (en) 2016-04-22 2016-04-22 A kind of combination against seepage sheet pile

Publications (2)

Publication Number Publication Date
CN106049419A CN106049419A (en) 2016-10-26
CN106049419B true CN106049419B (en) 2019-03-08

Family

ID=57176141

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610253388.5A Active CN106049419B (en) 2016-04-22 2016-04-22 A kind of combination against seepage sheet pile

Country Status (1)

Country Link
CN (1) CN106049419B (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101070699A (en) * 2007-06-08 2007-11-14 上海朱翔建设工程有限公司 Larssen steel-board magnetic stopping strip
CN101597904A (en) * 2009-07-03 2009-12-09 东南大学 A kind of splash guard pile cofferdam and job practices thereof
CN102535439A (en) * 2011-11-24 2012-07-04 东南大学 Steel sheet pile joint structure
CN102900089A (en) * 2012-10-31 2013-01-30 东南大学 Combined steel pile cofferdam provided with water swellable waterproof rubber fore shaft
JP2013241753A (en) * 2012-05-18 2013-12-05 Dic Corp Fiber-reinforced plastic sheet pile
CN204589991U (en) * 2015-02-11 2015-08-26 李伟 A kind of vacuum preloading steel sheet pile envelope wall
CN105297706A (en) * 2015-10-21 2016-02-03 同济大学 Double-lock-catch flat steel pipe pile used for foundation pit support
CN205676881U (en) * 2016-04-22 2016-11-09 海盐汇祥新型建材科技有限公司 A kind of combination against seepage sheet pile

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101070699A (en) * 2007-06-08 2007-11-14 上海朱翔建设工程有限公司 Larssen steel-board magnetic stopping strip
CN101597904A (en) * 2009-07-03 2009-12-09 东南大学 A kind of splash guard pile cofferdam and job practices thereof
CN102535439A (en) * 2011-11-24 2012-07-04 东南大学 Steel sheet pile joint structure
JP2013241753A (en) * 2012-05-18 2013-12-05 Dic Corp Fiber-reinforced plastic sheet pile
CN102900089A (en) * 2012-10-31 2013-01-30 东南大学 Combined steel pile cofferdam provided with water swellable waterproof rubber fore shaft
CN204589991U (en) * 2015-02-11 2015-08-26 李伟 A kind of vacuum preloading steel sheet pile envelope wall
CN105297706A (en) * 2015-10-21 2016-02-03 同济大学 Double-lock-catch flat steel pipe pile used for foundation pit support
CN205676881U (en) * 2016-04-22 2016-11-09 海盐汇祥新型建材科技有限公司 A kind of combination against seepage sheet pile

Also Published As

Publication number Publication date
CN106049419A (en) 2016-10-26

Similar Documents

Publication Publication Date Title
CN204919998U (en) Half grout sleeve subassembly of nodular cast iron for steel bar connection
CN106049419B (en) A kind of combination against seepage sheet pile
CN105350521A (en) Vertical splicing structure and method of prefabricated underground diaphragm walls
CN205676881U (en) A kind of combination against seepage sheet pile
CN105019401A (en) Fender pile structure
CN209650484U (en) A kind of anti-sinking floating body of water conservancy construction engineering
CN209837476U (en) Full grout sleeve convenient to reinforcing bar location aligns
CN203113355U (en) Pile-plate-type slope protection structure
CN109518696B (en) Assembled short-limb underground continuous wall
CN209024983U (en) A kind of field culverts and water gates of new Joining Structure
KR101165347B1 (en) Open water channel and construction method
CN203546713U (en) H-type support pile connecting structure
CN204825780U (en) Retaining pile structure
CN205776158U (en) A kind of sheet pile for seepage control connects snap close
CN102296617A (en) Post-grouting reinforcement construction method of flexible joints of diaphragm walls
CN205399394U (en) Steel -pipe pile diaphragm wall
CN205742171U (en) Prestressed-concrete pile and use this combination
CN108560511A (en) Emptying tunnel and aqueduct combination arrangement
CN201883425U (en) U-shaped and round tubular combined steel sheet pile based on round tubular pile
CN106256965A (en) A kind of sheet pile for seepage control connects snap close
CN211171920U (en) Plastic steel sheet pile
CN209429084U (en) Cavern usual friendship fork structure
CN209652986U (en) A kind of construction joint structure
CN212223792U (en) Wall body overlap joint device that new and old concrete was used
CN210766674U (en) Irrigation ditch for agricultural water conservancy project

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant