CN104805828A - W-shaped steel sheet pile structure - Google Patents
W-shaped steel sheet pile structure Download PDFInfo
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- CN104805828A CN104805828A CN201510227387.9A CN201510227387A CN104805828A CN 104805828 A CN104805828 A CN 104805828A CN 201510227387 A CN201510227387 A CN 201510227387A CN 104805828 A CN104805828 A CN 104805828A
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Abstract
The invention discloses a W-shaped steel sheet pile structure. Two H-shaped steels and a U-shaped steel are combined to form a unit of the W-shaped steel sheet pile, a waist beam is arranged on the H-shaped steels, the U-shaped steel is arranged between the two H-shaped steels, female fasteners are arranged at the two inner sides of the bottom flange of each H-shaped steel, male fasteners are arranged at the two outer sides of the U-shaped steel, and the male fasteners of the U-shaped steel are fastened into the female fasteners; the middle of the U-shaped steel is provided with an anchor cable hole; a plurality of W-shaped steel sheet piles form a closed foundation pit, and the tails of anchor ropes are fixed on the waist beams through the anchor cable holes. The W-shaped steel sheet pile structure has the following advantages: (1) the two H-shaped steels and the U-shaped steel are used for forming a W, the female fasteners are adopted as locking openings to connect with the male fasteners, the bearing capability is high, and the self-structure is light; (2) a continuous wall which is formed by using the W-shaped steel sheet piles has extremely high strength and rigidity, the water tightness is good, the fasteners at the joints of the steel sheet piles are combined tightly, so that seepage can be prevented naturally, the wall is light and has high deformation adaptability, and the W-shaped steel sheet pile structure is applicable to the construction of various sizes of foundation pits.
Description
Technical field
The invention belongs to building field, especially relate to W shaped steel plate pile structure.
Background technology
Steel sheet pile is a kind of efficient economizing construction timber.Be widely used in the architecture basics engineerings such as harbour, bay, dock, levee revetment, water stop cofferdam, river improvement, embankment reinforcement, retaining wall, waterwall and building foundation pit supporting at home and abroad.
Steel sheet pile construction is simple, can reduce the requirement to space, and the duration shortens.Use steel sheet pile can provide necessary safety and ageing comparatively strong, not by the restriction of weather condition, can simplify the complicated process of inspection material or systematic function, ensure its compliance, interchangeability well, and can be reused.
Deep big foundation pit constructs existing employing inner supporting type: steel sheet pile inner support component is primarily of compositions such as the support of longeron, crossbeam, diagonal brace, counterpart, bracket, set squares.Steel sheet pile inner support, general employing both at home and abroad as shown in Figure 4.
Current bracket (waist rail holder) generally takes welding manner, and before installation waist rail, be first welded on steel sheet pile by waist rail holder (bracket), weld and mother metal adjacent can produce stress and concentrate.In general in the time just easy place concentrated at the stress fracture of the larger external force of applying.
The filling pile construction cost of diaphragm wall is high, long in time limit, needs longer curing time can bearing load after construction, has a large amount of native slag or mud to discharge, have pollution, not environmentally to underground during pore-forming.
Summary of the invention
In order to address the aforementioned drawbacks, realize above-mentioned object, propose W shaped steel plate pile structure and both having can be used for the construction of churning oblique pull string data anchor cable structure, also can be used for the construction of inner supporting structure.
The technical solution used in the present invention is as follows:
W shaped steel plate pile structure, W shaped steel plate pile is combined into a unit group by two H profile steel and a U-shaped steel, described waist rail is placed in H profile steel, U-shaped steel is provided with between two H profile steel, female snap close is established on inside H profile steel bottom flange two, U-shaped steel two outside be provided with public snap close, the male snap close of U-shaped steel is placed in female snap close; Anchor cable hole is provided with in the middle of U-shaped steel;
The closed foundation ditch of several W shaped steel plate piles composition, the afterbody of anchor cable is fixed on waist rail by anchor cable hole;
Waist rail is placed in the waist rail holder inside H profile steel, and waist rail holder is left and right combined type, and upper and lower side is provided with draw-in groove, and in draw-in groove and H profile steel, wing plate coincide, and uses bolton.
Further, the cross section of female snap close is c-shaped, and the cross section of public snap close is O shape.
Further, described anchor cable hole is also can be anchor bolt construction hole, and anchor cable also can be anchor pole.
The present invention has following beneficial effect:
1., by two H word steel and U-shaped steel composition W type, fore shaft adopts female snap close to be connected with male snap fit, and counter-bending and anti-shearing rigidity is very strong, and bearing capacity is large, mechanical performance and good physical performance, and firmly, H profile steel is a kind of economical.
2. with the continuous body of wall that W shaped steel plate pile is formed, there is very high intensity and rigidity, water-resisting property is good, steel sheet pile junction snap close combines closely, can natural antiseepage, body of wall and there is larger adaptive deformation ability, it is scientific and reasonable for structure, plasticity and pliability good, structural stability is high, is adapted to the constructions such as any size foundation ditch sealing, supporting; Can according to geology, environment and designing requirement, the diaphragm wall that W shaped steel plate pile is formed can use churning oblique pull string data anchor cable, or inner supporting type construction.Have multi-functional, range of application is wider.
3. can according to the pit foundation of different size, select the waist rail of varying number, waist rail holder and W shaped steel plate pile, can adapt to different geological conditions and soil property, flexible safety, can reduce excavation of foundation pit earth volume, inner support is not had in pit foundation, convenient construction, increases work efficiency, and installation and removal are convenient, time and labour saving, economic environmental protection.
4. the combination clip waist rail holder structure adopted is simple, and intensity is large, and cost is low, and precision is high, and residual stress is little, without the need to welding material and the weld seam detection of costliness, saves steel work, cost of manufacture about 30%.Dismounting is convenient, saving of labor, saves time, and can't harm mother metal.
Accompanying drawing explanation
Fig. 1 is foundation pit construction schematic diagram of the present invention.
Fig. 2 is W steel sheet pile structural representation of the present invention.
Fig. 3 is waist rail holder and notch schematic diagram.
Fig. 4 is inner supporting structure schematic diagram.
Fig. 5 is W shaped steel plate pile and churning oblique pull string data anchor cable coordinative construction flow chart.
Fig. 6 is W shaped steel plate pile and inner supporting structure coordinative construction flow chart.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is described further:
As Fig. 1,2, shown in 3 and 4, W shaped steel plate pile structure, W shaped steel plate pile is combined into a unit group by two H profile steel 6 and a U-shaped steel 3, described waist rail 1 is placed in H profile steel 6, U-shaped steel 3 is provided with between two H profile steel 6, establish female snap close 5 on inside H profile steel 6 bottom flange two, U-shaped steel 3 two outside be provided with public snap close 7, the male snap close 7 of U-shaped steel 3 is placed in female snap close 5; Anchor cable hole 9 is provided with in the middle of U-shaped steel 3;
The closed foundation ditch of several W shaped steel plate piles composition, the afterbody of anchor cable 4 is fixed on waist rail 1 by anchor cable hole 9;
Waist rail 1 is placed in the waist rail holder 2 inside H profile steel 6, and waist rail holder 2 is left and right combined type, and upper and lower side is provided with draw-in groove 8, and in draw-in groove and H profile steel 6, wing plate coincide, and uses bolton.
The cross section of female snap close 5 is c-shaped, and the cross section of public snap close 7 is O shape.
Described anchor cable hole 9 is also can be anchor bolt construction hole, and anchor cable 4 also can be anchor pole.
Embodiment one:
W shaped steel plate pile and churning oblique pull string data anchor cable coordinative construction flow process:
As Fig. 5, first surveying setting-out, to steel sheet pile inspection, nose girder is located, the making of nose girder, carry out inserted to play W shaped steel plate pile, withdrawal excavates, then churning anchor cable construction is started, by the anchor cable hole on U-shaped steel, implement high-pressure rotary-spray anchor cable, string data anchor cable is formed by pressure adjusting and hoisting velocity, waist rail installation etc., mixed earth back cover, cushion cap is poured into a mould, final dismounting waist rail anchor cable, steel sheet pile is pulled out, according to above workflow, the W shaped steel plate pile of varying number can be selected in the size for pit foundation, waist rail 1 and waist rail holder 2, and churning oblique pull anchor cable, the number of plies of anchor pole 4.
Embodiment two:
W shaped steel plate pile can combinationally use with existing inner supporting structure, as shown in Figure 4, the closed foundation ditch of several W shaped steel plate piles composition, four angles of foundation ditch are provided with set square 13, crossbeam 11 in pit foundation and the orthogonal setting of longeron 10, crossbeam 11 is fixedly connected with waist rail 1 with the two ends of longeron 10, is provided with waist rail holder 2 in the below of waist rail 1, waist rail holder 2 is left and right combined type, and the adjacent edge of pit foundation is provided with diagonal brace 12.
As shown in Figure 6, first surveying setting-out, to steel sheet pile inspection, nose girder is located, and the making of nose girder, carries out inserted to play W shaped steel plate pile, and withdrawal excavation, then installs waist rail inner support, mixed earth back cover, and cushion cap is poured into a mould, and final dismounting waist rail anchor cable, steel sheet pile is pulled out.
The above; be only the specific embodiment of the present invention, but the protection domain of invention is not limited thereto, any those of ordinary skill in the art are in the technical scope that the present invention discloses; the change that can expect easily or replacement, within the protection domain that all should be encompassed in invention.
Claims (3)
1.W shaped steel plate pile structure, it is characterized in that: W shaped steel plate pile is combined into a unit group by two H profile steel (6) and a U-shaped steel (3), described waist rail (1) is placed in H profile steel (6), U-shaped steel (3) is provided with between two H profile steel (6), female snap close (5) is established on inside H profile steel (6) bottom flange two, U-shaped steel (3) two outside be provided with public snap close (7), the male snap close (7) of U-shaped steel (3) is placed in female snap close (5); Anchor cable hole (9) is provided with in the middle of U-shaped steel (3);
The closed foundation ditch of several W shaped steel plate piles composition, the afterbody of anchor cable (4) is fixed on waist rail (1) by anchor cable hole (9);
Waist rail (1) is placed in the waist rail holder (2) of H profile steel (6) inner side, waist rail holder (2) is left and right combined type, upper and lower side is provided with draw-in groove (8), and draw-in groove and H profile steel (6) interior wing plate coincide, and use bolton.
2. W shaped steel plate pile structure according to claim 1, is characterized in that: the cross section of female snap close (5) is c-shaped, the cross section of public snap close (7) is O shape.
3. W shaped steel plate pile structure according to claim 1, is characterized in that: described anchor cable hole (9) is also can be anchor bolt construction hole, and anchor cable (4) also can be anchor pole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510227387.9A CN104805828B (en) | 2015-04-30 | 2015-04-30 | W-shaped steel sheet pile structure |
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| CN201510227387.9A CN104805828B (en) | 2015-04-30 | 2015-04-30 | W-shaped steel sheet pile structure |
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| CN104805828A true CN104805828A (en) | 2015-07-29 |
| CN104805828B CN104805828B (en) | 2017-02-22 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108265726A (en) * | 2017-01-04 | 2018-07-10 | 上海城地建设股份有限公司 | Support, anchor cable post-tensioning HU types building enclosure and its application process before a kind of steel pipe |
| CN111411630A (en) * | 2020-03-31 | 2020-07-14 | 上海二十冶建设有限公司 | Supporting method for local deepened area in deep foundation pit |
| CN113774965A (en) * | 2021-08-17 | 2021-12-10 | 绍兴文理学院 | Manufacturing and testing method of test piece for testing bending resistance of combined steel sheet pile |
| CN114263175A (en) * | 2021-12-31 | 2022-04-01 | 中国港湾工程有限责任公司 | Equipment for wharf construction |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0444727A1 (en) * | 1990-01-29 | 1991-09-04 | Hoffmann Bodemtechnieken B.V. | A method of making sheet piling, and section sheet pile for use in said method |
| KR100789210B1 (en) * | 2007-05-08 | 2008-01-02 | 주식회사 드림이엔지 | Land-side protection wall using composite pile connected two piles in a body |
| CN201310072Y (en) * | 2008-11-21 | 2009-09-16 | 中铁十局集团有限公司 | Supporting bracket of bridge construction |
| CN102493459A (en) * | 2011-11-24 | 2012-06-13 | 天津二十冶建设有限公司 | Building isolation support construction method for constructing deep foundation in narrow environment |
| CN203212125U (en) * | 2013-01-28 | 2013-09-25 | 昆山勃盛电子有限公司 | Improved guide line device used for spooling rewinder |
| CN204626377U (en) * | 2015-04-30 | 2015-09-09 | 连云港市云达建设工程有限公司 | W shaped steel plate pile structure |
-
2015
- 2015-04-30 CN CN201510227387.9A patent/CN104805828B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0444727A1 (en) * | 1990-01-29 | 1991-09-04 | Hoffmann Bodemtechnieken B.V. | A method of making sheet piling, and section sheet pile for use in said method |
| KR100789210B1 (en) * | 2007-05-08 | 2008-01-02 | 주식회사 드림이엔지 | Land-side protection wall using composite pile connected two piles in a body |
| CN201310072Y (en) * | 2008-11-21 | 2009-09-16 | 中铁十局集团有限公司 | Supporting bracket of bridge construction |
| CN102493459A (en) * | 2011-11-24 | 2012-06-13 | 天津二十冶建设有限公司 | Building isolation support construction method for constructing deep foundation in narrow environment |
| CN203212125U (en) * | 2013-01-28 | 2013-09-25 | 昆山勃盛电子有限公司 | Improved guide line device used for spooling rewinder |
| CN204626377U (en) * | 2015-04-30 | 2015-09-09 | 连云港市云达建设工程有限公司 | W shaped steel plate pile structure |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108265726A (en) * | 2017-01-04 | 2018-07-10 | 上海城地建设股份有限公司 | Support, anchor cable post-tensioning HU types building enclosure and its application process before a kind of steel pipe |
| CN111411630A (en) * | 2020-03-31 | 2020-07-14 | 上海二十冶建设有限公司 | Supporting method for local deepened area in deep foundation pit |
| CN113774965A (en) * | 2021-08-17 | 2021-12-10 | 绍兴文理学院 | Manufacturing and testing method of test piece for testing bending resistance of combined steel sheet pile |
| CN114263175A (en) * | 2021-12-31 | 2022-04-01 | 中国港湾工程有限责任公司 | Equipment for wharf construction |
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| CN104805828B (en) | 2017-02-22 |
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