CN105019401A - Fender pile structure - Google Patents
Fender pile structure Download PDFInfo
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- CN105019401A CN105019401A CN201510412981.5A CN201510412981A CN105019401A CN 105019401 A CN105019401 A CN 105019401A CN 201510412981 A CN201510412981 A CN 201510412981A CN 105019401 A CN105019401 A CN 105019401A
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Abstract
The invention belongs to the technical field of buildings, and relates to a fender pile structure. The technical problem that the stability is poor in the prior art is solved. The fender pile structure comprises a first pile body and a second pile body. The cross section of the first pile body and the cross section of the second pile body are in a T shape. A first sealing mechanism is arranged at the end of the first pile body, and a second sealing mechanism matched with the first sealing mechanism is arranged at the end of the second pile body. When the first pile body and the second pile body are close to each other, the first sealing mechanism and the second sealing mechanism can be matched in a clamped mode, so that sealing connection is achieved. According to the fender pile structure, the stability of the T-shaped pile bodies is high; the fender pile structure is suitable for enclosing a basement and also suitable for cement mixing piles or drilling piles, and thus the strength is improved; the piles bodies are stably connected with other parts through an anchor rod assembly, and therefore the strength and the stability of the pile bodies are further improved.
Description
Technical field
The invention belongs to construction engineering technical field, relate to a kind of supporting pile structure.
Background technology
The patent No. be 200720302293.4 Chinese invention disclose a kind of groove concrete T-shaped pile, have T-shaped stake body, the cross section of described body is "T"-shaped, and this edge of a wing, body both sides is provided with tongue-and-groove connector.After this T-shaped stake is applied to channel revetment, the moisture velocity of discharge that inside shore protection, the soil body includes is comparatively slow, affects the stability of shore protection.
The patent No. be 201420121343.9 Chinese invention disclose a kind of permeable T-shaped stake, comprise the first panel and web, both formed by integrally casting form T-shaped, described first panel be provided with some that be arranged symmetrically with for axis of symmetry with its center line, adopt pervious concrete to build the permeable district of formation, all offer some perpendicular to the first panel place plane and for the blind hole of foster spiral shell of dwelling in each permeable district.
When such scheme adopts T-shaped stake to build channel revetment, to substantially increase by this T-shaped stake become antiscour, the resistance to capsizing of shore protection, stability is better.But this T-shaped stake lacks the structure be connected with other building units, and therefore stability has to be strengthened.
Summary of the invention
The object of the invention is for the problems referred to above, provide a kind of and can be used for building unit and improve the supporting pile structure of building unit intensity.
For achieving the above object, present invention employs following technical proposal: a kind of supporting pile structure, comprise the first pile body and the second pile body, the cross section of the first pile body and the second pile body is T-shaped, the first described pile body end has the first sealing mechanism, the second described pile body end has the second sealing mechanism matched with the first sealing mechanism, when the first pile body and the second pile body close to each other time, the first sealing mechanism and the second sealing mechanism energy snap-fit engagement are formed and are tightly connected.
In above-mentioned supporting pile structure, first longitudinal plate that the first described pile body comprises the first transverse plate and is fixedly connected with the first transverse plate, described be the angle of the first transverse plate and first longitudinal plate is 90 °, second longitudinal plate that the second described pile body comprises the second transverse plate and is fixedly connected with the second transverse plate, described in be angle between the second transverse plate and the plane residing for second longitudinal plate be 90 °.
In above-mentioned supporting pile structure, the first described sealing mechanism comprise two be arranged on the first transverse plate end and along symmetrically arranged two first sealing blocks of axial line of the first transverse plate, the second described sealing mechanism comprise two be arranged on the second transverse plate end and along symmetrically arranged two second sealing blocks of axial line of the second transverse plate.
In above-mentioned supporting pile structure, the cross section of the first described sealing block is L-type, the first described sealing block end has the first clamping projection, the middle part of the first sealing block caves inward formation first clamping groove, the cross section of the second described sealing block is L-type, the second described sealing block end has the second clamping projection, the middle part of the second sealing block caves inward formation second clamping groove, the shape of the first clamping projection, size and the second clamping recess are fitted, and the shape of the second clamping projection, size and the first clamping recess are fitted.
In above-mentioned supporting pile structure, in the first described pile body, be provided with the first T-shaped bracket assembly, in the second described pile body, be provided with the second T-shaped bracket assembly.
In above-mentioned supporting pile structure, the first described bracket assembly comprises some axis along the first pile body the first longitudinal bracing rod arranged and the first dowel be fixedly connected with each first longitudinal bracing rod respectively, and the second described bracket assembly comprises some axis along the second pile body the second longitudinal bracing rod arranged and the second dowel be fixedly connected with each second longitudinal bracing rod respectively.
In above-mentioned supporting pile structure, the first described pile body and the second pile body are fixed with some anchor poles.
In above-mentioned supporting pile structure, the first described transverse plate and the second transverse plate are fixed with some anchor poles.
In above-mentioned supporting pile structure, the anchor pole on the first described transverse plate is evenly distributed on the both sides of first longitudinal plate, and the anchor pole on the second described transverse plate is evenly distributed on the both sides of second longitudinal plate.
In above-mentioned supporting pile structure, described anchor pole one end is fixed on the first transverse plate or the second transverse plate side away from first longitudinal plate or second longitudinal plate, and the other end runs through the first transverse plate or the second transverse plate and extends outside the end of first longitudinal plate or second longitudinal plate.
Compared with prior art, the invention has the advantages that: the pile body stability of T-shaped is high, be applicable to go along with sb. to guard him basement, cement mixing method or drilled pile, thus raising intensity, anchor rod component makes pile body and miscellaneous part form stable connection, the strength and stability of further raising pile body, sealing mechanism can make to realize being tightly connected fast between two pile bodies; Can mutual snap-fit engagement be formed between first pile body and the second pile body, when the first pile body and the second pile body form supporting pile structure, form stable interface arrangment.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is the structural representation of the first pile body;
Fig. 3 is the structural representation of the second pile body;
Fig. 4 is another kind of structural representation of the present invention;
Fig. 5 is another kind of structural representation of the present invention;
Fig. 6 is another kind of structural representation of the present invention;
Fig. 7 is another kind of structural representation of the present invention;
Fig. 8 is the structural representation of the first pile body in Fig. 4;
Fig. 9 is the structural representation of the second pile body in Fig. 4;
Figure 10 is the structural representation of the first pile body in Fig. 5;
Figure 11 is the structural representation of the second pile body in Fig. 5;
Figure 12 is the structural representation of the first pile body in Fig. 6;
Figure 13 is the structural representation of the second pile body in Fig. 6;
Figure 14 is the structural representation of the first pile body in Fig. 7;
Figure 15 is the structural representation of the second pile body in Fig. 7;
Figure 16 is the A direction view of Fig. 2.
In figure: the first pile body 1, first sealing mechanism 10, first transverse plate 11, first longitudinal plate 12, first sealing block 13, first clamping projection 14, first clamping groove 15, first bracket assembly 16, first longitudinal bracing rod 17, first dowel 18, second pile body 2, second sealing mechanism 20, second transverse plate 21, second longitudinal plate 22, second sealing block 23, second clamping projection 24, second clamping groove 25, second bracket assembly 26, second longitudinal bracing rod 27, second dowel 28, anchor pole 3, rinforcement bar 30.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention will be further described in detail.
As shown in Figure 1, Figure 2 and Figure 3, a kind of supporting pile structure, comprise the first pile body 1 and the second pile body 2, the cross section of the first pile body 1 and the second pile body 2 is T-shaped, the first described pile body 1 end has the first sealing mechanism 10, the second described pile body 2 end has the second sealing mechanism 20 matched with the first sealing mechanism, when the first pile body 1 and the second pile body 2 close to each other time, the first sealing mechanism 10 and the second sealing mechanism 20 can be formed and be tightly connected by snap-fit engagement.
First longitudinal plate 12 that first pile body 1 comprises the first transverse plate 11 and is fixedly connected with the first transverse plate 11, described be the angle of the first transverse plate 11 and first longitudinal plate 12 is 90 °, second longitudinal plate 22 that the second described pile body 2 comprises the second transverse plate 21 and is fixedly connected with the second transverse plate 21, described in be angle between the second transverse plate 21 and the plane residing for second longitudinal plate 22 be 90 °.
First sealing mechanism 10 comprise two be arranged on the first transverse plate 11 end and along symmetrically arranged two first sealing blocks 13 of axial line of the first transverse plate 11, the second described sealing mechanism 20 comprise two be arranged on the second transverse plate 21 end and along symmetrically arranged two second sealing blocks 23 of axial line of the second transverse plate 21.
First sealing mechanism 10 and the second sealing mechanism 20 can be various shapes, and preferably, the first sealing block 13 and the second sealing block 23 can snap-fit engagement.As shown in Fig. 4, Fig. 8 and Fig. 9, the first sealing block 13 is the inner shape with wedge shape cavity, and the second sealing block 23 is wedge shape, and the first sealing block 13 and the second sealing block 23 can snap-fit engagement.Shown in figure Fig. 5, Figure 10 and Figure 11, the first sealing block 13 is the inner shape with fan-shaped cavity, and the second sealing block 23 is fan-shaped, and the first sealing block 13 and the second sealing block 23 can snap-fit engagement.As shown in Fig. 6, Figure 12 and Figure 13, the first sealing block 13 inside has rectangular groove, and the second sealing block 23 is rectangle, and just grafting coordinates.
More preferably, as Fig. 7, shown in Figure 14 and Figure 15, the cross section of the first sealing block 13 is L-type, the first described sealing block 13 end has the first clamping projection 14, the middle part of the first sealing block 13 caves inward formation first clamping groove 15, the cross section of the second described sealing block 23 is L-type, the second described sealing block 23 end has the second clamping projection 24, the middle part of the second sealing block 23 caves inward formation second clamping groove 25, the shape of the first clamping projection 14, size and the second clamping groove 25 match, the shape of the second clamping projection 24, size and the first clamping groove 15 match.
Be provided with the first T-shaped bracket assembly 16 in first pile body 1, in the second described pile body 2, be provided with the second T-shaped bracket assembly 26.
First bracket assembly 16 comprises the first longitudinal bracing rod 17 and the first dowel 18 be fixedly connected with each first longitudinal bracing rod 17 respectively of some axis along the first pile body 1 setting, first dowel 18 can be spiral reinforcement or arrange and the steel ring be fixedly connected with the first longitudinal bracing rod 17 along the first pile body 1 circumference, first connects muscle 18 also can weld or bundle and be connected with the first longitudinal bracing rod 17, first longitudinal bracing rod 17 is the sticking plaster etc. of rod iron, reinforcing bar or carbon fiber rod or high strength.
The second described bracket assembly 26 comprises the second longitudinal bracing rod 27 and the second dowel 28 be fixedly connected with each second longitudinal bracing rod 27 respectively of some axis along the second pile body 2 setting, and its concrete structure is identical with the first bracket assembly 16.
Again in conjunction with shown in Figure 16, the first pile body 1 and the second pile body 2 are fixed with some anchor poles 3.Anchor pole 3 plays the effect of reinforcing first pile body 1 and the second pile body 2, anchor pole 3 can connect soil layer around pile body or other building unit as cement-soil-stirred pile, drilled pile etc., thus form three-dimensional pile body structure, strengthen the first pile body 1 and the stability of the second pile body 2 in soil layer.
Specifically, the first transverse plate 11 and the second transverse plate 21 are fixed with some anchor poles 3.Anchor pole 3 on first transverse plate 11 is evenly distributed on the both sides of first longitudinal plate 12, and the anchor pole 3 on the second described transverse plate 21 is evenly distributed on the both sides of second longitudinal plate 22.Anchor pole 3 one end is fixed on the first transverse plate 11 or the second transverse plate 21 side away from the longitudinal plate 22 of first longitudinal plate 12 or the second, the other end runs through the first transverse plate 11 or the second transverse plate 21 and extends outside the end of the longitudinal plate 22 of first longitudinal plate 12 or the second, first transverse plate 11 be also fixed with in the second transverse plate 21 be connected anchor pole 3 and the rinforcement bar 30 axially arranged along the first transverse plate 11 and the second transverse plate 21, rinforcement bar 30 one end and anchor pole 3 affixed, the other end extends to the end of the first transverse plate 11 and the second transverse plate 21.
The present invention may be used for basement and builds, when building basement, around basement, first squeezing into some first pile body 1 and the second pile bodies 2, forming snap-fit engagement structure, and surround the shape with basement mating shapes, can prevent basement from caving in when excavating basement.When the first pile body 1 and the second pile body 2 by anchor pole 3 and the cement mixing method around basement or drilled pile formed be connected time, then can form the structure be mutually permanently connected, thus the stability of lifting total.Certainly, the present invention does not limit the use of the construction in basement yet, can be used for river levee, bridge etc. yet.
Specific embodiment described herein is only to the explanation for example of the present invention's spirit.Those skilled in the art can make various amendment or supplement or adopt similar mode to substitute to described specific embodiment, but can't depart from spirit of the present invention or surmount the scope that appended claims defines.
Although more employ the first pile body 1 herein, first sealing mechanism 10, first transverse plate 11, first longitudinal plate 12, first sealing block 13, first clamping projection 14, first clamping groove 15, first bracket assembly 16, first longitudinal bracing rod 17, first dowel 18, second pile body 2, second sealing mechanism 20, second transverse plate 21, second longitudinal plate 22, second sealing block 23, second clamping projection 24, second clamping groove 25, second bracket assembly 26, second longitudinal bracing rod 27, second dowel 28, anchor pole 3, term such as rinforcement bar 30 grade, but do not get rid of the possibility using other term.These terms are used to be only used to describe and explain essence of the present invention more easily; The restriction that they are construed to any one additional is all contrary with spirit of the present invention.
Claims (10)
1. a supporting pile structure, comprise the first pile body (1) and the second pile body (2), it is characterized in that, the cross section of the first pile body (1) and the second pile body (2) is T-shaped, described the first pile body (1) end has the first sealing mechanism (10), described the second pile body (2) end has the second sealing mechanism (20) matched with the first sealing mechanism, when the first pile body (1) and the second pile body (2) close to each other time, first sealing mechanism (10) and the second sealing mechanism (20) can be tightly connected in snap-fit engagement formation.
2. supporting pile structure according to claim 1, it is characterized in that, first longitudinal plate (12) that described the first pile body (1) comprises the first transverse plate (11) and is fixedly connected with the first transverse plate (11), described be the angle of the first transverse plate (11) and first longitudinal plate (12) is 90 °, second longitudinal plate (22) that described the second pile body (2) comprises the second transverse plate (21) and is fixedly connected with the second transverse plate (21), described be angle between the second transverse plate (21) and the plane residing for second longitudinal plate (22) is 90 °.
3. supporting pile structure according to claim 2, it is characterized in that, described the first sealing mechanism (10) comprise two be arranged on the first transverse plate (11) end and along symmetrically arranged two first sealing blocks (13) of axial line of the first transverse plate (11), described the second sealing mechanism (20) comprise two be arranged on the second transverse plate (21) end and along symmetrically arranged two second sealing blocks (23) of axial line of the second transverse plate (21).
4. supporting pile structure according to claim 3, it is characterized in that, the cross section of described the first sealing block (13) is L-type, described the first sealing block (13) end has the first clamping projection (14), the middle part of the first sealing block (13) caves inward formation first clamping groove (15), the cross section of described the second sealing block (23) is L-type, described the second sealing block (23) end has the second clamping projection (24), the middle part of the second sealing block (23) caves inward formation second clamping groove (25), the shape of the first clamping projection (14), size and the second clamping groove (25) match, the shape of the second clamping projection (24), size and the first clamping groove (15) match.
5. supporting pile structure according to claim 1, it is characterized in that, be provided with T-shaped the first bracket assembly (16) in described the first pile body (1), in described the second pile body (2), be provided with T-shaped the second bracket assembly (26).
6. supporting pile structure according to claim 5, it is characterized in that, described the first bracket assembly (16) comprises the first longitudinal bracing rod (17) of some axis along the first pile body (1) setting and the first dowel (18) be fixedly connected with each first longitudinal bracing rod (17) respectively, and described the second bracket assembly (26) comprises the second longitudinal bracing rod (27) of some axis along the second pile body (2) setting and the second dowel (28) be fixedly connected with each second longitudinal bracing rod (27) respectively.
7. supporting pile structure according to claim 1, is characterized in that, described the first pile body (1) and the second pile body (2) are fixed with some anchor poles (3).
8. supporting pile structure according to claim 2, is characterized in that, described the first transverse plate (11) and the second transverse plate (21) are fixed with some anchor poles (3).
9. supporting pile structure according to claim 8, it is characterized in that, anchor pole (3) on described the first transverse plate (11) is evenly distributed on the both sides of first longitudinal plate (12), and the anchor pole (3) on described the second transverse plate (21) is evenly distributed on the both sides of second longitudinal plate (22).
10. supporting pile structure according to claim 9, it is characterized in that, described anchor pole (3) one end is fixed on the first transverse plate (11) or the second transverse plate (21) side away from first longitudinal plate (12) or second longitudinal plate (22), and the other end runs through the first transverse plate (11) or the second transverse plate (21) and extends outside the end of first longitudinal plate (12) or second longitudinal plate (22).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510412981.5A CN105019401A (en) | 2015-07-14 | 2015-07-14 | Fender pile structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510412981.5A CN105019401A (en) | 2015-07-14 | 2015-07-14 | Fender pile structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105019401A true CN105019401A (en) | 2015-11-04 |
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ID=54409673
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510412981.5A Pending CN105019401A (en) | 2015-07-14 | 2015-07-14 | Fender pile structure |
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| CN (1) | CN105019401A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049460A (en) * | 2016-07-19 | 2016-10-26 | 周兆弟 | Precast pile capable of using steel strands for connection and connection method |
| CN109914389A (en) * | 2019-04-02 | 2019-06-21 | 中国建筑西南勘察设计研究院有限公司 | One kind can enhanced prefabricated T-shaped plate stake supporting construction and its construction method |
| CN110004940A (en) * | 2019-04-28 | 2019-07-12 | 广州市设计院 | Supporting construction and its construction method |
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| CN201137060Y (en) * | 2007-12-11 | 2008-10-22 | 陆见华 | Groove concrete T-shaped pile |
| JP2008303673A (en) * | 2007-06-11 | 2008-12-18 | Jfe Steel Kk | Composite wall structure and its construction method |
| CN201187053Y (en) * | 2008-05-09 | 2009-01-28 | 陆见华 | Bank protection T shaped pile with groove |
| CN202208906U (en) * | 2011-09-02 | 2012-05-02 | 水利部交通运输部国家能源局南京水利科学研究院 | Lower water resistance anchoring piece |
| CN202899165U (en) * | 2012-09-17 | 2013-04-24 | 浙江八咏公路工程有限公司 | T-shaped wallboard type retaining wall structure of highway subgrade |
| CN204825780U (en) * | 2015-07-14 | 2015-12-02 | 周兆弟 | Retaining pile structure |
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2015
- 2015-07-14 CN CN201510412981.5A patent/CN105019401A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008303673A (en) * | 2007-06-11 | 2008-12-18 | Jfe Steel Kk | Composite wall structure and its construction method |
| CN201137060Y (en) * | 2007-12-11 | 2008-10-22 | 陆见华 | Groove concrete T-shaped pile |
| CN201187053Y (en) * | 2008-05-09 | 2009-01-28 | 陆见华 | Bank protection T shaped pile with groove |
| CN202208906U (en) * | 2011-09-02 | 2012-05-02 | 水利部交通运输部国家能源局南京水利科学研究院 | Lower water resistance anchoring piece |
| CN202899165U (en) * | 2012-09-17 | 2013-04-24 | 浙江八咏公路工程有限公司 | T-shaped wallboard type retaining wall structure of highway subgrade |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049460A (en) * | 2016-07-19 | 2016-10-26 | 周兆弟 | Precast pile capable of using steel strands for connection and connection method |
| CN106049460B (en) * | 2016-07-19 | 2020-07-17 | 周兆弟 | Precast pile capable of being connected by steel strands and connecting method |
| CN109914389A (en) * | 2019-04-02 | 2019-06-21 | 中国建筑西南勘察设计研究院有限公司 | One kind can enhanced prefabricated T-shaped plate stake supporting construction and its construction method |
| CN110004940A (en) * | 2019-04-28 | 2019-07-12 | 广州市设计院 | Supporting construction and its construction method |
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Application publication date: 20151104 |
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