CN105002903A - Fender post - Google Patents
Fender post Download PDFInfo
- Publication number
- CN105002903A CN105002903A CN201510412982.XA CN201510412982A CN105002903A CN 105002903 A CN105002903 A CN 105002903A CN 201510412982 A CN201510412982 A CN 201510412982A CN 105002903 A CN105002903 A CN 105002903A
- Authority
- CN
- China
- Prior art keywords
- stake
- pile body
- fender post
- pile
- longitudinal
- 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.)
- Pending
Links
- 238000007789 sealing Methods 0.000 claims abstract description 24
- 230000007246 mechanism Effects 0.000 claims abstract description 13
- 229910000754 Wrought iron Inorganic materials 0.000 claims description 11
- 238000010276 construction Methods 0.000 claims description 4
- 239000004567 concrete Substances 0.000 abstract description 2
- 238000005553 drilling Methods 0.000 abstract 1
- 238000003756 stirring Methods 0.000 abstract 1
- FGRBYDKOBBBPOI-UHFFFAOYSA-N 10,10-dioxo-2-[4-(N-phenylanilino)phenyl]thioxanthen-9-one Chemical compound O=C1c2ccccc2S(=O)(=O)c2ccc(cc12)-c1ccc(cc1)N(c1ccccc1)c1ccccc1 FGRBYDKOBBBPOI-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000008393 encapsulating agent Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011380 pervious concrete Substances 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/02—Sheet piles or sheet pile bulkheads
- E02D5/14—Sealing joints between adjacent sheet piles
Abstract
The invention belongs to the technical field of building and relates to a fender post. The technical problem of poor stability of the prior art is solved. The fender post comprises a pile body, the cross section of the pile body is T-shaped, the pile body comprises a transverse pile and a longitudinal pile fixedly connected with the transverse pile, sealing mechanisms capable of causing two adjacent piles bodies to be clamped and matched with each other are arranged at two sides of the transverse pile, and at least one anchor rod is fixed on the transverse pile along the radial direction of the transverse pile. The T-shaped pile body is high in stability and suitable for fending basements, concrete stirring piles or drilling piles, so the strength is improved, the pile body and other parts form stable connection due to the anchor rod assembly, and the strength and stability of the pile body are further improved.
Description
Technical field
The invention belongs to construction engineering technical field, relate to a kind of fender post.
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 fender post of building unit intensity.
For achieving the above object, present invention employs following technical proposal: a kind of fender post, comprise pile body, the cross section of described pile body is T-shaped, longitudinal stake that pile body comprises horizontal stake and is fixedly connected with horizontal stake, described horizontal stake both sides have can allow the sealing mechanism of two adjacent mutual snap-fit engagement of pile body, in described horizontal stake and the radial direction of transversely stake is fixed with at least one anchor pole.
In above-mentioned fender post, described sealing mechanism comprises the recess and protuberance that are arranged on horizontal stake both sides, described recess and lobe shape, size match, when two adjacent pile bodies are close to each other, form clamping and be sealed and matched in the recess that the protuberance of one of them pile body can be inserted into another pile body.
In above-mentioned fender post, described sealing mechanism comprises the sealing block being positioned at horizontal stake both sides, and the axial line of two sealing blocks transversely stake is centrosymmetric.
In above-mentioned fender post, described anchor pole has several and is positioned at the both sides of longitudinal stake, and is positioned at the anchor pole one_to_one corresponding of longitudinal stake both sides.
In above-mentioned fender post, described horizontal stake internal fixtion has the rinforcement bar connecting anchor pole.
In above-mentioned fender post, the axis parallel of described rinforcement bar and horizontal stake.
In above-mentioned fender post, described rinforcement bar one end is fixedly connected with anchor pole, and the other end extends to the end of horizontal stake.
In above-mentioned fender post, in described pile body, be provided with the support frame in cage construction.
In above-mentioned fender post, the cross section of described support frame is T-shaped, and described support frame comprises some along the axial rod iron arranged of pile body and the dowel be fixedly connected with rod iron.
In above-mentioned fender post, described support frame is made up of the cross binding frame be fixed in horizontal stake and the longitudinal fixed mount be fixed in longitudinal stake, and cross binding frame is fixedly connected with longitudinal fixed mount.
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.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is another kind of structural representation of the present invention;
Fig. 3 is another kind of structural representation of the present invention;
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 the A direction view of Fig. 1.
In figure: pile body 1, horizontal stake 2, longitudinal stake 3, sealing mechanism 4, anchor pole 5, recess 6, protuberance 7, sealing block 8, rinforcement bar 9, support frame 10, rod iron 11, dowel 12, cross binding frame 13, longitudinal fixed mount 14.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention will be further described in detail.
Embodiment 1
As shown in Figure 1, a kind of fender post, comprise pile body 1, the cross section of described pile body 1 is T-shaped, longitudinal stake 3 that pile body 1 comprises horizontal stake 2 and is fixedly connected with horizontal stake 2, described horizontal stake 2 both sides have can allow the sealing mechanism 4 of two adjacent pile bodies 1 snap-fit engagement mutually, in described horizontal stake 2 and the radial direction of transversely stake 2 is fixed with at least one anchor pole 5.
Sealing mechanism 4 comprises the recess 6 and protuberance 7 that are arranged on horizontal stake 2 both sides, described recess 6 and protuberance 7 shape, size match, when two adjacent pile bodies 1 are close to each other, form clamping and be sealed and matched in the recess 6 that the protuberance 7 of one of them pile body 1 can be inserted into another pile body 1, encapsulant such as epoxy resin etc. can also be added in the junction of recess 6 and protuberance 7 and improve sealing effectiveness further.The shape of protuberance 7 and recess 6 does not limit, as long as can cooperatively interact.Recess 6 shown in Fig. 1 and protuberance 7 wedge-shaped in cross-section, the recess 6 shown in Fig. 2 and protuberance 7 cross section rectangular, the recess 6 shown in Fig. 3 and protuberance 7 cross section are fan-shaped.
Preferred version, anchor pole 5 has several and is positioned at the both sides of longitudinal stake 3, and is positioned at anchor pole 5 one_to_one corresponding of longitudinal stake 3 both sides, and that is anchor pole 5 is evenly distributed, and the length of anchor pole 5 should be greater than the length of longitudinal stake 3 and extend outside longitudinal stake 3 end.
As shown in Figure 6, horizontal stake 2 internal fixtion has the rinforcement bar 9 connecting anchor pole 5.The axis parallel of rinforcement bar 9 and horizontal stake 2.Rinforcement bar 9 one end is fixedly connected with anchor pole 5, and the other end extends to the end of horizontal stake 2.
Be provided with the support frame 10 in cage construction in pile body 1, the cross section of support frame 10 is T-shaped, and described support frame 10 comprises some along the axial rod iron 11 arranged of pile body 1 and the dowel 12 be fixedly connected with rod iron 11.Dowel 12 can be spiral reinforcement or arrange and the steel ring be fixedly connected with rod iron 11 along pile body 1 circumference, and dowel 12 can weld with rod iron 11 or bundle and be connected.
Embodiment 2
The present embodiment is substantially identical with operating principle with the structure of embodiment 1, and difference is, as shown in Figure 5, the axial line that sealing mechanism 4 comprises sealing block 8, two sealing blocks 8 transversely stake 2 being positioned at horizontal stake 2 both sides is centrosymmetric.Described support frame 10 is made up of the cross binding frame 13 be fixed in horizontal stake 2 and the longitudinal fixed mount 14 be fixed in longitudinal stake 3, and cross binding frame 13 is fixedly connected with longitudinal fixed mount 14.Cross binding frame 13 and longitudinal fixed mount 14 comprise rod iron 11 and dowel 12 respectively, and structure is identical with embodiment 1.
As shown in Figure 4, two sealing blocks 8 in pothook type, when two adjacent pile bodies 1 near time, the sealing block 8 on two different pile bodies 1 can connect and fix mutually, and hook plays tensioning function, prevents two pile bodies 1 from departing from.
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 terms such as pile body 1, horizontal stake 2, longitudinal stake 3, sealing mechanism 4, anchor pole 5, recess 6, protuberance 7, sealing block 8, rinforcement bar 9, support frame 10, rod iron 11, dowel 12, cross binding frame 13, longitudinal fixed mount 14 herein, 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 fender post, comprise pile body (1), it is characterized in that, the cross section of described pile body (1) is T-shaped, longitudinal stake (3) that pile body (1) comprises horizontal stake (2) and is fixedly connected with horizontal stake (2), described horizontal stake (2) both sides have can allow the sealing mechanism (4) of two adjacent pile bodies (1) snap-fit engagement mutually, and described horizontal stake (2) is upper and the radial direction of transversely stake (2) is fixed with at least one anchor pole (5).
2. fender post according to claim 1, it is characterized in that, described sealing mechanism (4) comprises the recess (6) and protuberance (7) that are arranged on horizontal stake (2) both sides, described recess (6) and protuberance (7) shape, size match, when two adjacent pile bodies (1) are close to each other, form clamping and be sealed and matched in the recess (6) that the protuberance (7) of one of them pile body (1) can be inserted into another pile body (1).
3. fender post according to claim 1, it is characterized in that, described sealing mechanism (4) comprises the sealing block (8) being positioned at horizontal stake (2) both sides, and the axial line of two sealing blocks (8) transversely stake (2) is centrosymmetric.
4. fender post according to claim 1, is characterized in that, described anchor pole (5) has several and is positioned at the both sides of longitudinal stake (3), and is positioned at anchor pole (5) one_to_one corresponding of longitudinal stake (3) both sides.
5. fender post according to claim 1, is characterized in that, described horizontal stake (2) internal fixtion has the rinforcement bar (9) of connection anchor pole (5).
6. fender post according to claim 5, is characterized in that, the axis parallel of described rinforcement bar (9) and horizontal stake (2).
7. fender post according to claim 6, is characterized in that, described rinforcement bar (9) one end is fixedly connected with anchor pole (5), and the other end extends to the end of horizontal stake (2).
8. fender post according to claim 1, is characterized in that, is provided with the support frame (10) in cage construction in described pile body (1).
9. fender post according to claim 8, it is characterized in that, the cross section of described support frame (10) is T-shaped, and described support frame (10) comprises some along the axial rod iron (11) arranged of pile body (1) and the dowel (12) be fixedly connected with rod iron (11).
10. fender post according to claim 8, it is characterized in that, described support frame (10) is made up of the cross binding frame (13) be fixed in horizontal stake (2) and the longitudinal fixed mount (14) be fixed in longitudinal stake (3), and cross binding frame (13) is fixedly connected with longitudinal fixed mount (14).
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510412982.XA CN105002903A (en) | 2015-07-14 | 2015-07-14 | Fender post |
| PCT/CN2016/000386 WO2017008464A1 (en) | 2015-07-14 | 2016-07-14 | Retaining pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510412982.XA CN105002903A (en) | 2015-07-14 | 2015-07-14 | Fender post |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105002903A true CN105002903A (en) | 2015-10-28 |
Family
ID=54375747
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510412982.XA Pending CN105002903A (en) | 2015-07-14 | 2015-07-14 | Fender post |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN105002903A (en) |
| WO (1) | WO2017008464A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105369824A (en) * | 2015-10-29 | 2016-03-02 | 周兆弟 | Cement mixing pile protective underground pipe gallery |
| WO2017008464A1 (en) * | 2015-07-14 | 2017-01-19 | 周兆弟 | Retaining pile |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836210A (en) * | 2017-03-14 | 2017-06-13 | 广西桥通工程设计有限公司 | 8-shaped stake with the edge of a wing |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07229147A (en) * | 1994-02-17 | 1995-08-29 | Kyokado Eng Co Ltd | Wall surface structure of reinforced earth structure |
| KR100599979B1 (en) * | 2005-12-16 | 2006-07-12 | (주)세일엔지니어링 | It is the multiple institution thing installation structure of slop as before |
| CN201137060Y (en) * | 2007-12-11 | 2008-10-22 | 陆见华 | Groove concrete T-shaped pile |
| CN101838998A (en) * | 2010-04-27 | 2010-09-22 | 中国科学院武汉岩土力学研究所 | Prestressed anchor cable pile sliding wall along river road shoulder and construction method thereof |
| 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 |
| CN204940263U (en) * | 2015-07-14 | 2016-01-06 | 周兆弟 | Fender post |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4068398B2 (en) * | 2002-05-29 | 2008-03-26 | 株式会社熊谷組 | Underground structure |
| CN204225085U (en) * | 2014-09-02 | 2015-03-25 | 谈维汉 | A kind of T-shaped stake |
| CN105002903A (en) * | 2015-07-14 | 2015-10-28 | 周兆弟 | Fender post |
-
2015
- 2015-07-14 CN CN201510412982.XA patent/CN105002903A/en active Pending
-
2016
- 2016-07-14 WO PCT/CN2016/000386 patent/WO2017008464A1/en active Application Filing
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07229147A (en) * | 1994-02-17 | 1995-08-29 | Kyokado Eng Co Ltd | Wall surface structure of reinforced earth structure |
| KR100599979B1 (en) * | 2005-12-16 | 2006-07-12 | (주)세일엔지니어링 | It is the multiple institution thing installation structure of slop as before |
| CN201137060Y (en) * | 2007-12-11 | 2008-10-22 | 陆见华 | Groove concrete T-shaped pile |
| CN101838998A (en) * | 2010-04-27 | 2010-09-22 | 中国科学院武汉岩土力学研究所 | Prestressed anchor cable pile sliding wall along river road shoulder and construction method thereof |
| 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 |
| CN204940263U (en) * | 2015-07-14 | 2016-01-06 | 周兆弟 | Fender post |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2017008464A1 (en) * | 2015-07-14 | 2017-01-19 | 周兆弟 | Retaining pile |
| CN105369824A (en) * | 2015-10-29 | 2016-03-02 | 周兆弟 | Cement mixing pile protective underground pipe gallery |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2017008464A1 (en) | 2017-01-19 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20151028 |
|
| RJ01 | Rejection of invention patent application after publication |