KR20170062531A - Support structure - Google Patents
Support structure Download PDFInfo
- Publication number
- KR20170062531A KR20170062531A KR1020177012081A KR20177012081A KR20170062531A KR 20170062531 A KR20170062531 A KR 20170062531A KR 1020177012081 A KR1020177012081 A KR 1020177012081A KR 20177012081 A KR20177012081 A KR 20177012081A KR 20170062531 A KR20170062531 A KR 20170062531A
- Authority
- KR
- South Korea
- Prior art keywords
- base block
- anchors
- reinforcing
- housing
- main body
- Prior art date
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F7/00—Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
- E01F7/04—Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- 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
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
-
- 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
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
- E02D5/808—Ground anchors anchored by using exclusively a bonding material
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Foundations (AREA)
Abstract
An object of the present invention is to provide a column structure capable of greatly reducing a construction cost and a construction period and constructing a column structure, and also permitting simple and easy replacement of column bodies in a short time.
The present invention relates to a straddle-type straddle-type straddle-type vehicle comprising a support body 10, a base block 20 detachably integrated with a lower portion of the support body 10, and a plurality of anchors 40a, 40b And the base block 20 includes a housing 21 and a solidifying material 25 and a plurality of reinforcing guide tubes 30. The reinforcing guide tube 30 is filled with a solidifying filler 41, (20) and an integral reinforcing support pile.
Description
The present invention relates to a column structure suitable for a barrier to which an impact such as an avalanche, a collapsed soil, or a rockfall acts.
The foundation of the strut constituting the barrier is required to withstand the impact load.
Generally, a gravity-type concrete foundation is formed on the inclined surface, and a lower portion of the column is embedded in the concrete foundation (Patent Document 1).
As a method for constructing the pillar in an economical manner in a short period of time, there is known a method of directly laying a pillar on a vertical hole drilled on an inclined surface of the middle of the mountain (Patent Documents 2 and 3).
In addition, a columnar structure in which a strut is placed in the ground, an antibody is set up in advance and a bolt is connected between the bottom of the column and the head of the antibody placed on the head of the antibody is also known (Patent Document 4).
The conventional column structure has the following problems.
≪ 1 > In the embodiment in which the concrete is laid on the concrete foundation represented by
(2) In the form of directly laying the pillars disclosed in Patent Documents 2 and 3 in the ground, it is necessary that the depth of the pillars to be inserted is approximately several times the height of the pillars in the surface .
Therefore, in addition to drilling the hole for interdigitation deeply, the total length of the strut is increased in proportion to the depth of penetration, and the holding cost is increased.
<3> In addition, in order to perform drilling of a hole for an incandescent and an operation for inserting a support column, it is necessary to introduce large-scale equipment such as an excavating machine and a crane, and an operation platform capable of mounting such a large- And the construction cost is high.
<4> In the case of bolt connection of the pillars to the head of the antibody disclosed in Patent Document 4, the holding cost can be reduced, but a large stress is applied to the connecting portion.
Since the connection strength between the antibody and the support is limited by the use of high strength bolts, it is difficult to apply to a large-sized barrier.
<5> The conventional barrier was not structured to be capable of exchanging deformed struts after water hammer.
Therefore, when the support is deformed, the entire support is removed from the support structure and is rebuilt as a new support, regardless of the support structure of the support, so that the operation time and the operation cost required for the replacement of the support are greatly increased.
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned problems, and it is an object of the present invention to provide a column structure capable of economically constructing a column structure and securing a high supporting force, .
Another object of the present invention is to provide a column structure which can be easily and simply exchanged with a modified column main body in a short time.
The present invention provides a column structure comprising a column main body, a base block grounded on the ground and detachably integrated with a lower portion of the column main body, and a plurality of anchors connected to the base block by receiving reaction force from the ground, And a plurality of reinforcing guide tubes extending downward from the bottom surface of the housing and through which the anchors are inserted, wherein the reinforcing guide tubes are formed in the central portion of the housing, And the reinforcing guide pipe is filled with the coagulable filler to form a reinforcing support pile integral with the base block, and the reinforcing pile is formed in the reinforcing guide pipe And a plurality of anchors and a base end of the reinforcing guide pipe are connected to the base block inseparably .
In another aspect of the present invention, a plurality of reinforcing guide pipes and the plurality of anchors can be radially arranged with respect to the housing.
In another aspect of the present invention, a plurality of peripheral compartments are formed around the central compartment of the enclosure, and the base ends of the anchors are connected inseparably by a solid solution filled in some peripheral compartments.
In another aspect of the present invention, the holding structure is a post for a barrier.
The present invention exhibits the following effects.
≪ 1 > The column main body is constructed in a base block of high rigidity without penetrating into the ground, and the base block is supported on the ground via a plurality of anchors and a reinforcement guide pipe.
Therefore, it is possible to construct the holding structure economically without requiring a large-sized heavy equipment and a large working platform for the base block fixing work, and the construction cost and construction period can be drastically shortened.
≪ 2 > The column body and the base block constituting the column structure are detachable.
When the column main body is deformed, it is not necessary to replace the entire column structure, and only the minimum necessary column main body can be exchanged. Therefore, the column main body can be exchanged economically in a short period of time.
≪ 3 > The strength and rigidity of the base block become very high by embedding the reinforcing material in the hard coating. Therefore, the base block can be made thinner and lighter.
1 is an exploded perspective view of a strut structure according to the present invention;
Fig. 2 is a longitudinal sectional view of a columnar structure inserted into an inclined plane
Fig. 3 is a cross-sectional view of the column structure inserted into the inclined plane
Fig. 4 is an explanatory view of a method for constructing a columnar structure,
Fig. 5 is a plan view of the enclosure of Fig.
6 is an explanatory diagram of another form in which the weighing part of the column main body is penetrated into the ground.
An embodiment of the present invention will be described with reference to Figs.
Further, in the present invention, a columnar structure of a barrier such as avalanche, collapsed soil, and rockfall is described, but the columnar structure is applicable to various purposes other than a barrier.
<1> Outline of holding structure
1 and 2, the columnar structural body includes a plurality of column
≪ 2 >
The column
Other portions except for the lower portion of the pillar
An
≪ 3 >
The
<3.1> enclosure
The
In this example, the planar shapes of the
<3.1.1> Reinforced plate
The reinforcing
The height of the
<3.1.2> Compartment
A
The
Not all of the
The reinforcing
<3.2> Reinforcement guide tube
The
<3.2.1> Orientation of reinforcing guide pipe
The direction in which the reinforcing
The arrangement direction of the reinforcing
<3.2.2> Positioning means of reinforcing guide pipe
An example of a means for positioning the reinforcing
A passage capable of inserting the reinforcing guide tube (30) is formed in the bottom plate or the side plate of the housing (21).
The reinforcing
The
The
<3.2.3> Relationship between reinforcement guide tube and housing
The reinforcing
<3.3> Fixing Bolt
The fixing
A
≪ 4 >
The
The
In this embodiment, two
The use of a plurality of
<5> High payment
The
[Construction method of holding structure]
Next, the construction method of the holding structure will be described.
<1> Installation of enclosure
Referring to Figs. 4 and 5, the
<2> Anchor ball
Next, a plurality of anchor holes (42) are radially excavated toward the extension of the reinforcing guide pipe (30) attached to the housing (21).
These anchor holes 42 are excavated using a miniature ball and a small boring machine
<2.1> Insert anchor
The
<2.2> Charging the filler
Further, the reinforcing guide tube (30) is filled with a solidifying filler (41).
The reinforcing
As described above, by filling the reinforcing
<2.3> Settlement of anchor base
The
The base ends of the plurality of
<3> Establishment of holding body
The
At this time, the fixing
When the diameter of the
When the pillar
<4> Charging of high solubility
The
The solidification and the strength of the
The solidifying
Also, the
A plurality of reinforcing
In this way, a support structure is constructed at a predetermined interval on the ground G such as an inclined plane, and a barrier net is provided between the adjacent support posts 10 to construct a barrier.
In the strut structure of the present invention, since the
Therefore, in the present invention, the construction cost and the construction period can be greatly reduced as compared with the conventional supporting structure of the strut.
<5> For the load carrying capacity of the holding structure
The load carrying capacity of the column structure will be described with reference to Figs.
The pillar
The
A plurality of reinforcing
The
The impact force acting on the pillar
The reinforcing
Therefore, even if the supporting base of the
<6> About the strength of the base block
The
Since the rigidity and strength of the
The plurality of reinforcing
Therefore, even if a large impact force acts on the
The impact load acting on the
The periphery of the
Therefore, even if the stress is concentrated on the joint portion between the lower portion of the
<7> About exchange of holding main body
The
The present invention can remove the
To remove the
When the
After the pillar
A
As described above, when the column
[Other Embodiments]
<1> Other forms that expose the anchor base
In the above embodiment, the base ends of the plurality of
It is possible to shield only the base ends of the plurality of
In this embodiment, since the base ends of the plurality of
≪ 2 > Another form of fixing the column main body to the base block
The
It is also possible that the
6, the
In this embodiment, since the
In addition, a plurality of fixing means of the column
≪ 3 > Other forms for increasing the bonding strength between the reinforcing plate and the fastening material
In the above embodiment, the reinforcing
The continuity of the
G: Ground
10:
11: Stiffening longitudinal rib
12: Flange
13: depressed portion of the holding body
20: base block
21: Enclosure
22: reinforcing plate
23: Compartment
23a: central compartment
23b: surrounding compartment
24: Middle attachment plate
25: High payment
26: Fixing bolt
26a: opening
27: Nut
30: Reinforcement guide tube
40a: Anchor on the inclined surface side
40b: Anchors on the mountain side on the inclined surface
41: Filler
42: Anchor hole
43: anchorage
Claims (4)
A housing having the base block divided into a plurality of reinforcing plates,
A solidifying material filled in the housing,
And a plurality of reinforcing guide tubes extending downward from the bottom surface of the housing and through which the anchors are inserted,
The main body is removably connected to the base block, and the main body is removably connected to the base block at a central portion of the housing,
Filling the reinforcing guide pipe with a solidifying filler to form an integral reinforcing support pile together with the base block,
Wherein a plurality of anchors and a base end of the reinforcing guide tube are connected to the base block inseparably so that the anchor and the reinforcing guide tube are connected to each other at a base end thereof.
Holding structure.
Wherein a plurality of reinforcing guide pipes and the plurality of anchors are arranged radially with respect to the housing.
Characterized in that a plurality of peripheral compartments are formed around the central compartment of the enclosure and the base ends of the anchors are connected inseparably by a solid solution filled in some surrounding compartments.
Wherein the columnar structure is a column for a barrier.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PCT/JP2014/005209 WO2016059657A1 (en) | 2014-10-14 | 2014-10-14 | Support post structure |
Publications (2)
Publication Number | Publication Date |
---|---|
KR20170062531A true KR20170062531A (en) | 2017-06-07 |
KR101958126B1 KR101958126B1 (en) | 2019-03-13 |
Family
ID=54477724
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020177012081A KR101958126B1 (en) | 2014-10-14 | 2014-10-14 | Support structure |
Country Status (3)
Country | Link |
---|---|
JP (1) | JP5801512B1 (en) |
KR (1) | KR101958126B1 (en) |
WO (1) | WO2016059657A1 (en) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2016036259A2 (en) | 2014-09-02 | 2016-03-10 | White Jarrod Conway | Post support apparatus |
CN107675722A (en) * | 2017-11-02 | 2018-02-09 | 重庆大学 | For the adjustable conduit basis of connecting bridge rear column and its construction method |
KR102221709B1 (en) * | 2020-12-16 | 2021-03-02 | (주)대광 | Integrated management system of distribution line |
KR102221708B1 (en) * | 2020-12-16 | 2021-03-02 | (주)대광 | Tracking system failure in distribution lines |
CN112962650A (en) * | 2021-03-19 | 2021-06-15 | 杨帅 | Pile foundation reinforcing device for highway bridge detection |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002047650A (en) * | 2000-08-01 | 2002-02-15 | Toko Corp | Set anchor body and executing method therefor |
JP2002115213A (en) | 2000-10-04 | 2002-04-19 | Yutaka Hosokawa | Guard fence |
JP2004019369A (en) | 2002-06-19 | 2004-01-22 | Yutaka Hosokawa | Protection fence |
JP2008031740A (en) | 2006-07-28 | 2008-02-14 | Raiteku:Kk | Guard fence against collapsed sediment |
JP2008101467A (en) | 2004-07-21 | 2008-05-01 | Tokyo Seiko Co Ltd | Rockfall preventive fence |
JP2010222935A (en) * | 2009-03-25 | 2010-10-07 | Nippon Steel & Sumikin Metal Products Co Ltd | Post fixing structure |
KR20120020739A (en) * | 2010-08-31 | 2012-03-08 | 재단법인 포항산업과학연구원 | Pillar foundation structure having expanded upper part of street facility and construction method thereof |
KR101157379B1 (en) * | 2011-07-20 | 2012-06-20 | 장수호 | Eco-friendly foundation for column capable of reducing installation time |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004143867A (en) * | 2002-10-28 | 2004-05-20 | Minoru Kitagawa | Supporting device for post and rope and its installation method |
JP5161823B2 (en) * | 2009-03-25 | 2013-03-13 | 日鐵住金建材株式会社 | Falling rock and avalanche fence |
JP4549427B1 (en) * | 2009-08-27 | 2010-09-22 | 株式会社プロテックエンジニアリング | Protective fence |
JP2013079516A (en) * | 2011-10-04 | 2013-05-02 | Maruden-Kogyo Co Ltd | Frame base |
-
2014
- 2014-10-14 WO PCT/JP2014/005209 patent/WO2016059657A1/en active Application Filing
- 2014-10-14 JP JP2015504452A patent/JP5801512B1/en active Active
- 2014-10-14 KR KR1020177012081A patent/KR101958126B1/en active IP Right Grant
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002047650A (en) * | 2000-08-01 | 2002-02-15 | Toko Corp | Set anchor body and executing method therefor |
JP2002115213A (en) | 2000-10-04 | 2002-04-19 | Yutaka Hosokawa | Guard fence |
JP2004019369A (en) | 2002-06-19 | 2004-01-22 | Yutaka Hosokawa | Protection fence |
JP2008101467A (en) | 2004-07-21 | 2008-05-01 | Tokyo Seiko Co Ltd | Rockfall preventive fence |
JP2008031740A (en) | 2006-07-28 | 2008-02-14 | Raiteku:Kk | Guard fence against collapsed sediment |
JP2010222935A (en) * | 2009-03-25 | 2010-10-07 | Nippon Steel & Sumikin Metal Products Co Ltd | Post fixing structure |
KR20120020739A (en) * | 2010-08-31 | 2012-03-08 | 재단법인 포항산업과학연구원 | Pillar foundation structure having expanded upper part of street facility and construction method thereof |
KR101157379B1 (en) * | 2011-07-20 | 2012-06-20 | 장수호 | Eco-friendly foundation for column capable of reducing installation time |
Also Published As
Publication number | Publication date |
---|---|
WO2016059657A1 (en) | 2016-04-21 |
JPWO2016059657A1 (en) | 2017-04-27 |
KR101958126B1 (en) | 2019-03-13 |
JP5801512B1 (en) | 2015-10-28 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR101958126B1 (en) | Support structure | |
JP5020357B2 (en) | Foundation construction method of tower structure and its foundation structure | |
KR101242476B1 (en) | Base construct method of building and base construct member of building | |
KR101274974B1 (en) | Earth retaining wall and construction method thereof | |
KR20170005991A (en) | soil retaining wall using PHC pile and its construction method | |
CN211773698U (en) | Pile anchor supporting construction | |
KR20140055639A (en) | A execution method of architecture beam | |
CN109235490B (en) | Retaining wall and construction method thereof | |
KR20200124949A (en) | Anchor Tension way sheathing structure and sheathing method of construction | |
KR20120039439A (en) | Synthetic pile wall using the h-steel and its construction method | |
KR101734026B1 (en) | Retaining Wal1 Construction Method Using PHC Pile | |
KR102184900B1 (en) | Temporary retaining wall structure using circular steel pipe and construction method thereof | |
KR101210368B1 (en) | Uniting Method of Temporary earth wall with basement exterior Wall using Couplers and Bolts. | |
JP6268698B2 (en) | Protective body and its construction method | |
JP4108690B2 (en) | Rock fall prevention fence | |
KR20160012352A (en) | Top-Down method of underground structure using the CFT and the Composite Beam | |
KR20130081849A (en) | Tunnel supporting structure | |
KR102150531B1 (en) | Retaining wall structure using vertical underground insert and its construction method | |
KR19990014608A (en) | Design Method of Composite Basement Retaining Wall Using Temporary Block Structures | |
KR102043582B1 (en) | Construction method of retaining wall using panel having base for reinforce | |
KR20180112453A (en) | Soil Retaining Wall using PHC Pile and Construction Method | |
JP3656437B2 (en) | Soil cement composite wall and its construction method | |
KR101047257B1 (en) | Construction method of earth wall using composite sheet pile | |
KR101876414B1 (en) | Pile with reinforced tip and its construction method thereof | |
KR102644475B1 (en) | Composite retaining wall construction method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
E902 | Notification of reason for refusal | ||
E701 | Decision to grant or registration of patent right | ||
GRNT | Written decision to grant |