JPH04353117A - Wire anchor body and anchoring method - Google Patents
Wire anchor body and anchoring methodInfo
- Publication number
- JPH04353117A JPH04353117A JP12601891A JP12601891A JPH04353117A JP H04353117 A JPH04353117 A JP H04353117A JP 12601891 A JP12601891 A JP 12601891A JP 12601891 A JP12601891 A JP 12601891A JP H04353117 A JPH04353117 A JP H04353117A
- Authority
- JP
- Japan
- Prior art keywords
- wire
- wires
- grout
- concrete
- stranded
- 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.)
- Withdrawn
Links
- 238000004873 anchoring Methods 0.000 title abstract description 3
- 238000000034 method Methods 0.000 title 1
- 239000011440 grout Substances 0.000 claims abstract description 25
- 239000000463 material Substances 0.000 claims abstract description 8
- 238000010276 construction Methods 0.000 claims description 6
- 239000003365 glass fiber Substances 0.000 claims description 6
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 5
- 229920006231 aramid fiber Polymers 0.000 claims description 5
- 239000004917 carbon fiber Substances 0.000 claims description 5
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 5
- 210000002435 tendon Anatomy 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 abstract description 3
- 239000010959 steel Substances 0.000 abstract description 3
- 238000009412 basement excavation Methods 0.000 description 3
- 241000234282 Allium Species 0.000 description 1
- 235000002732 Allium cepa var. cepa Nutrition 0.000 description 1
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 239000004760 aramid Substances 0.000 description 1
- 229920003235 aromatic polyamide Polymers 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
Description
【0001】0001
【産業上の利用分野】本発明は、コンクリート構造物の
緊張材、地盤アンカーの緊張材などに使用する多重より
線ワイヤのワイヤアンカー体に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wire anchor body made of multiple stranded wires used as tendons for concrete structures, ground anchors, and the like.
【0002】0002
【従来の技術】多重より線ワイヤを緊張材とした固定端
構造には、先端を切りそろえた構造、先端を拡散させた
構造、たまねぎ型に拡幅させた構造、支圧板を取り付け
た構造、ボルト、ナットを取り付けた構造など多々ある
。(例えば、特開平1−163345号公報、特開平1
−203517号公報参照。)しかしながら、外部側と
内部側とで位置をずらした固定端をもつワイヤアンカー
体は実現していない。[Prior Art] Fixed end structures using multi-stranded wire as tension members include structures with trimmed tips, structures with diffused tips, structures with expanded width in an onion shape, structures with bearing plates attached, bolts, etc. There are many structures with nuts attached. (For example, JP-A-1-163345, JP-A-1-163345, JP-A-1-163345,
See Publication No.-203517. ) However, a wire anchor body with fixed ends whose positions are shifted between the outer side and the inner side has not been realized.
【0003】0003
【発明が解決しようとする課題】上記従来の技術では、
多重より線ワイヤを緊張材として端部をグラウト中に固
定しようとすると、中心部のワイヤの固定が難しいとい
う問題点があり、そのため、固定端構造が大きくなり、
大きな空間を必要とするという問題があった。また、部
品数も増え、構造が複雑になるという問題もあった。[Problem to be solved by the invention] In the above conventional technology,
When trying to fix the ends of multi-stranded wires in grout as tendons, there is a problem that it is difficult to fix the wires in the center, so the fixed end structure becomes large.
The problem was that it required a large amount of space. There was also the problem that the number of parts increased and the structure became complicated.
【0004】この発明の目的は、極めて簡単な構造で、
多重より線ワイヤの中心部のワイヤとコンクリート又は
グラウトとの付着強度を増加させ、且つ必要な空間を小
さくしたワイヤアンカー体及びアンカー工法を提供する
ことである。[0004] The object of the present invention is to have an extremely simple structure,
It is an object of the present invention to provide a wire anchor body and an anchor construction method that increase the adhesion strength between the central wire of a multi-stranded wire and concrete or grout and reduce the required space.
【0005】[0005]
【課題を解決するための手段】上記目的は、多重より線
ワイヤのより合わされた複数のワイヤのうち、外部側の
ワイヤを内部側のワイヤより短くし、これらのワイヤの
端部を少なくとも1段以上ずらした多段端部構造を有す
るワイヤアンカー体、により達成することができる。或
いはまた、コンクリート構造体又はグラウト中で多重よ
り線ワイヤを緊張材として用いるとき、該多重より線ワ
イヤのコンクリート又はグラウトに固着する固着部が、
より合わされた複数のワイヤのうち外部側のワイヤ列を
内部側のワイヤ列より短くし、これらのワイヤ列の端部
を少なくとも1段以上ずらした多段端部構造とすること
によっても達成される。[Means for Solving the Problems] The above object is to make outer wires shorter than inner wires among a plurality of twisted wires of multi-stranded wires, and to connect the ends of these wires by at least one stage. This can be achieved by a wire anchor body having a multi-stage end structure shifted as described above. Alternatively, when a multi-stranded wire is used as a tendon in a concrete structure or grout, the anchoring portion of the multi-stranded wire that is fixed to the concrete or grout is
This can also be achieved by making the outer wire rows of the plurality of twisted wires shorter than the inner wire rows, and creating a multi-stage end structure in which the ends of these wire rows are shifted by at least one step or more.
【0006】また、上記目的は、多重より線ワイヤのよ
り合わされた複数のワイヤのうち、外部側のワイヤを内
部側のワイヤより短くし、これらのワイヤの端部を少な
くとも1段以上ずらした多段端部構造のワイヤアンカー
体をコンクリート構造体又はグラウト中に固着する方法
により達成することができる。或いはまた、多重より線
ワイヤのより合わされた複数のワイヤのうち外部側のワ
イヤ列を内部側のワイヤ列より短くし、これらのワイヤ
列の端部を少なくとも1段以上ずらした多段端部構造の
ワイヤアンカー体をコンクリート又はグラウト中に固着
した後、該多重より線ワイヤに引張力を導入して該多重
より線ワイヤの所定部位を定着する方法によっても達成
される。[0006] Furthermore, the above object is to create a multi-stranded wire in which the outer wires are shorter than the inner wires among a plurality of twisted wires of the multi-stranded wires, and the ends of these wires are shifted by at least one step. This can be achieved by fixing the wire anchor body of the end structure into the concrete structure or grout. Alternatively, of a plurality of twisted wires of the multi-stranded wire, the outer wire row is shorter than the inner wire row, and the ends of these wire rows are shifted by at least one step. This can also be achieved by fixing a wire anchor body in concrete or grout and then applying a tensile force to the multi-stranded wire to anchor the multi-stranded wire at a predetermined location.
【0007】また、前記ワイヤは、鋼材ばかりでなく、
新素材である例えば炭素繊維、アラミド繊維、又はガラ
ス繊維からなるワイヤを用いることができる。[0007] Furthermore, the wire is not only made of steel, but also
Wires made of new materials, such as carbon fibres, aramid fibres, or glass fibres, can be used.
【0008】[0008]
【作用】上記の構成によれば、多重より線ワイヤの外部
側のワイヤを内部側のワイヤより短くし、ワイヤの端部
を必要に応じて多段にずらすことにより、多重より線ワ
イヤをコンクリート又はグラウト中に固着するとき、最
外部のワイヤから中心部のワイヤに至るまで、コンクリ
ート又はグラウトとの付着面積が増大し、付着強度を増
加させることができる。また、グラウト等で固着する端
部の直径が多重より線ワイヤの外径より小さいので、掘
削孔等、多重より線ワイヤをグラウト等で固定する孔径
を小さくすることができる。[Operation] According to the above structure, the outer wire of the multi-stranded wire is made shorter than the inner wire, and the ends of the wire are shifted in multiple stages as necessary, so that the multi-stranded wire can be made into concrete or When it is fixed in grout, the adhesion area with concrete or grout increases from the outermost wire to the central wire, and the adhesion strength can be increased. Further, since the diameter of the end portion fixed with grout or the like is smaller than the outer diameter of the multi-strand wire, the diameter of a hole such as an excavation hole to which the multi-strand wire is fixed with grout or the like can be reduced.
【0009】また、ワイヤの先端を単に切断するだけで
、複雑な構造にする必要がないので、例えば炭素繊維、
アラミド繊維、又はガラス繊維等の新素材からなるワイ
ヤを、有効に使用することができる。[0009] Furthermore, since there is no need to create a complicated structure by simply cutting the tip of the wire, for example, carbon fiber,
Wires made of new materials such as aramid fibers or glass fibers can be effectively used.
【0010】0010
【実施例】以下、本発明の実施例を、図面を参照して説
明する。図1は、本発明の一実施例を示す多重より線ワ
イヤの固定端構造の側面図である。図1において、多重
より線ワイヤ2の端部は自由長部4と固着部6とからな
っている。自由長部4はパイプ8で保護された二重構造
となっているが、固着部6は多重より線ワイヤ2のワイ
ヤ2B(と2A)、2C、2Dのままで内部側のワイヤ
から、順次短くし、端部位値をずらした構造となってい
る。この端部を地盤中の掘削孔10に挿入し、グラウト
12を圧入する。掘削孔10の開口部にコンクリート構
造物14を構築し、グラウト及びコンクリートに所定の
強度が出たら、多重より線ワイヤ2に引張力を導入し、
頭部を定着体16で定着する。Embodiments Hereinafter, embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a side view of a multi-stranded wire fixed end structure illustrating one embodiment of the present invention. In FIG. 1, the end of the multi-stranded wire 2 consists of a free length 4 and a fixed part 6. The free length part 4 has a double structure protected by a pipe 8, but the fixed part 6 is the same as the wires 2B (and 2A), 2C, and 2D of the multi-stranded wire 2, and the wires are connected sequentially from the inside wire. It has a structure in which it is shortened and the end portion values are shifted. This end is inserted into an excavated hole 10 in the ground, and grout 12 is press-fitted. A concrete structure 14 is constructed at the opening of the excavation hole 10, and when the grout and concrete have a predetermined strength, tensile force is introduced into the multi-stranded wire 2,
The head is fixed with a fixing body 16.
【0011】図2は、本実施例の多重より線ワイヤの断
面図である。本実施例では図示するように、多重より線
ワイヤ2は最内部のワイヤ2A(1本)を中心にして、
ワイヤ2B(6本)、2C(12本)、2D(18本)
、の合計37本のワイヤが4重により合わされている。
このワイヤの2Aと2B、2C、2Dの端部を順次ずら
すことにより、多重より線ワイヤ2の内部のワイヤにま
でグラウトとの付着をさせることができ、多重より線ワ
イヤ2の固着強度を向上させることができる。FIG. 2 is a cross-sectional view of the multi-stranded wire of this embodiment. In this embodiment, as shown in the figure, the multi-stranded wire 2 is centered around the innermost wire 2A (one wire).
Wires 2B (6 wires), 2C (12 wires), 2D (18 wires)
, a total of 37 wires are twisted four times. By sequentially shifting the ends of the wires 2A, 2B, 2C, and 2D, it is possible to adhere the grout to even the wires inside the multi-stranded wire 2, improving the adhesion strength of the multi-stranded wire 2. can be done.
【0012】次に、本実施例のワイヤアンカー体を用い
た施工方法の1例を、図1を参照して順を追って説明す
る。
(1)地盤18中に直径9〜15cmの孔10を削孔す
る。
(2)続いて、頭部定着体16と固着部6及び自由長部
4を有し、固着部6の外部側のワイヤ列を内部側のワイ
ヤ列より短くして多段(ワイヤ2Aと2B、2C、2D
)になっている多重より線ワイヤ2を孔内に挿入する。
(3)続いて、掘削孔10内にグラウト12を注入し、
加圧する。
(4)続いて、コンクリート構造物14を構築する。
(5)続いて、グラウト及び構造物コンクリートに充分
な強度が発生したら、緊張ジャッキを頭部定着体16に
セットし、多重より線ワイヤ2を引っ張り、所定大のテ
ンションを導入する。テンション導入後、頭部定着体1
6を固定し、防錆処理を行う。Next, an example of a construction method using the wire anchor body of this embodiment will be explained step by step with reference to FIG. (1) A hole 10 with a diameter of 9 to 15 cm is drilled in the ground 18. (2) Next, it has a head fixing body 16, a fixed part 6, and a free length part 4, and the wire row on the outside side of the fixed part 6 is shorter than the wire row on the inside side to form a multi-stage structure (wires 2A and 2B, 2C, 2D
) is inserted into the hole. (3) Subsequently, grout 12 is injected into the excavated hole 10,
Apply pressure. (4) Next, construct the concrete structure 14. (5) Subsequently, when sufficient strength is generated in the grout and the structural concrete, a tension jack is set on the head anchor 16, and the multi-stranded wire 2 is pulled to introduce a predetermined tension. After introducing tension, head fixing body 1
6 is fixed and subjected to anti-rust treatment.
【0013】図3は、他の実施例を示したもので、図1
の例が4重のより線ワイヤを3段に端部をずらせている
のに対し、本実施例ではワイヤ2A、2B、2Cをまと
め、これとワイヤ2Dとで2段にしたものである。本実
施例によっても先端を揃えて切断したものより、多重よ
り線ワイヤ2の内部ワイヤの固着強度を向上させること
ができる。又、このように3重、5重等の多重より線ワ
イヤを、適宜、数段にまとめることができる。FIG. 3 shows another embodiment, and FIG.
In contrast to the example in which four stranded wires are arranged in three stages with the ends shifted, in this embodiment wires 2A, 2B, and 2C are grouped together, and this and wire 2D form two stages. Also in this embodiment, the fixing strength of the internal wires of the multi-stranded wire 2 can be improved compared to the case where the tips are cut to be aligned. Further, multiple stranded wires such as triple or quintuple wires can be grouped into several stages as appropriate.
【0014】従来の一般的な例によれば、図2に示した
多重より線ワイヤ2のワイヤ2A、2B、2Cの列は、
切断面以外はコンクリート又はグラウト6に接すること
がなく、外側のワイヤ2Dの列のみが接する構造である
。そのため、内部ワイヤにいたるまで固定定着しようと
すると従来は複雑な構造としなければならなかったが、
本発明の実施例によれば、固着用の部品を使用しない簡
単な構造で従来例以上の強度を保持することができ、し
かも、掘削孔の孔径も最小のものとすることができる。
また、本実施例によれば、例えば炭素繊維、アラミド繊
維、又はガラス繊維等、複雑な形状或いは構造にしにく
い新素材のワイヤも、単にワイヤの先端を切断するだけ
でよいので、簡単に且つ有効に使用することができる。According to a conventional general example, the rows of wires 2A, 2B, 2C of the multi-stranded wire 2 shown in FIG.
The structure is such that there is no contact with concrete or grout 6 other than the cut surface, and only the outer row of wires 2D contacts. Therefore, in the past, if you wanted to fix and fix the internal wires, you had to create a complicated structure.
According to the embodiment of the present invention, it is possible to maintain strength greater than that of the conventional example with a simple structure that does not use any fixing parts, and the diameter of the excavation hole can also be minimized. Furthermore, according to this embodiment, wires made of new materials such as carbon fiber, aramid fiber, or glass fiber, which are difficult to form into complex shapes or structures, can be easily and effectively processed by simply cutting the tip of the wire. It can be used for.
【0015】[0015]
【発明の効果】上述のとおり本発明によれば、極めて簡
単な構造で、多重より線ワイヤの中心部のワイヤとコン
クリート又はグラウトとの付着強度を増加させ、且つ必
要な空間を小さくしたワイヤアンカー体及びアンカー工
法を提供することができる。As described above, according to the present invention, there is provided a wire anchor which has an extremely simple structure, increases the adhesion strength between the central wire of the multi-stranded wire and concrete or grout, and reduces the required space. and anchor construction methods.
【0016】また、炭素繊維、アラミド繊維、又はガラ
ス繊維等、鋼材以外の新素材を用いた多重より線ワイヤ
に対して、優れた効果を発揮することができる。[0016] Furthermore, excellent effects can be exhibited for multi-stranded wires made of new materials other than steel, such as carbon fiber, aramid fiber, or glass fiber.
【図1】図1は、本発明の一実施例を示す多重より線ワ
イヤの固定端構造の側面図である。FIG. 1 is a side view of a multi-stranded wire fixed end structure illustrating one embodiment of the present invention.
【図2】図2は、本実施例の多重より線ワイヤの断面図
である。FIG. 2 is a cross-sectional view of the multi-stranded wire of this example.
【図3】図3は、本発明の他の実施例を示す多重より線
ワイヤの側面図である。FIG. 3 is a side view of a multi-stranded wire illustrating another embodiment of the invention.
2 多重より線ワイヤ 2A
中心の1本のワイヤ
2B 中心の1本のワイヤ2Aを囲む6本のワイヤ2
C ワイヤ2Bの列を囲む12本のワイヤ2D ワ
イヤ2Cの列を囲む18本のワイヤ4 自由長部
6 固着部8
パイプ
10 掘削孔12 グラウト
14 コンクリート構造体2 Multi-stranded wire 2A
One wire 2B in the center Six wires 2 surrounding one wire 2A in the center
C 12 wires 2D surrounding the row of wires 2B 18 wires 4 surrounding the row of wires 2C Free length portion
6 Fixed part 8
pipe
10 Drill hole 12 Grout
14 Concrete structure
Claims (6)
数のワイヤのうち、外部側のワイヤを内部側のワイヤよ
り短くし、これらのワイヤの端部を少なくとも1段以上
ずらした多段端部構造を有するワイヤアンカー体。1. A multi-tiered end structure in which the outer wires of a plurality of twisted wires of the multi-stranded wire are made shorter than the inner wires, and the ends of these wires are shifted by at least one step or more. Wire anchor body with.
多重より線ワイヤを緊張材として用いるとき、該多重よ
り線ワイヤのコンクリート又はグラウトに固着する固着
部が、より合わされた複数のワイヤのうち外部側のワイ
ヤ列を内部側のワイヤ列より短くし、これらのワイヤ列
の端部を少なくとも1段以上ずらした多段端部構造であ
るワイヤアンカー体。2. When a multi-stranded wire is used as a tendon in a concrete structure or grout, the fixed part of the multi-stranded wire that is fixed to the concrete or grout is the outer side of the plurality of twisted wires. A wire anchor body having a multi-stage end structure in which the wire rows are shorter than the inner wire rows and the ends of these wire rows are shifted by at least one step.
素繊維、アラミド繊維、又はガラス繊維からなる請求項
1又は2記載のワイヤアンカー体。3. The wire anchor body according to claim 1, wherein the wire is made of a new material, such as carbon fiber, aramid fiber, or glass fiber.
数のワイヤのうち、外部側のワイヤを内部側のワイヤよ
り短くし、これらのワイヤの端部を少なくとも1段以上
ずらした多段端部構造のワイヤアンカー体を、コンクリ
ート構造体又はグラウト中に固着するアンカー工法。4. A multi-tiered end structure in which the outer wires of a plurality of twisted wires of the multi-stranded wire are made shorter than the inner wires, and the ends of these wires are shifted by at least one step or more. An anchor construction method in which a wire anchor body is fixed into a concrete structure or grout.
数のワイヤのうち外部側のワイヤ列を内部側のワイヤ列
より短くし、これらのワイヤ列の端部を少なくとも1段
以上ずらした多段端部構造のワイヤアンカー体を、コン
クリート又はグラウト中に固着した後、該多重より線ワ
イヤに引張力を導入して該多重より線ワイヤの所定部位
を定着するアンカー工法。5. A multi-tiered end portion in which an outer wire row of a plurality of twisted wires of the multi-stranded wire is made shorter than an inner wire row, and the ends of these wire rows are shifted by at least one step or more. An anchor construction method in which a structural wire anchor body is fixed in concrete or grout, and then tensile force is introduced into the multi-stranded wire to fix a predetermined portion of the multi-stranded wire.
素繊維、アラミド繊維、又はガラス繊維からなる請求項
4又は5記載のアンカー工法。6. The anchor construction method according to claim 4, wherein the wire is made of a new material such as carbon fiber, aramid fiber, or glass fiber.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12601891A JPH04353117A (en) | 1991-05-29 | 1991-05-29 | Wire anchor body and anchoring method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12601891A JPH04353117A (en) | 1991-05-29 | 1991-05-29 | Wire anchor body and anchoring method |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04353117A true JPH04353117A (en) | 1992-12-08 |
Family
ID=14924685
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12601891A Withdrawn JPH04353117A (en) | 1991-05-29 | 1991-05-29 | Wire anchor body and anchoring method |
Country Status (1)
Country | Link |
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JP (1) | JPH04353117A (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0711641A (en) * | 1993-06-23 | 1995-01-13 | Taisei Corp | Anchoring |
JPH07113232A (en) * | 1993-10-20 | 1995-05-02 | Sumitomo Constr Co Ltd | Ground anchor using aramid frp |
WO1996023934A1 (en) * | 1995-01-31 | 1996-08-08 | Komatsu Ltd. | Rod material for earth anchor and method of using the same |
US11274412B2 (en) | 2019-01-31 | 2022-03-15 | Terracon Consultants, Inc. | Reinforcement structures for tensionless concrete pier foundations and methods of constructing the same |
US11365523B2 (en) | 2018-11-13 | 2022-06-21 | Terracon Consultants, Inc. | Methods for constructing tensionless concrete pier foundations and foundations constructed thereby |
US11434617B2 (en) | 2014-10-07 | 2022-09-06 | Terraconn Consultants, Inc. | Retrofit reinforcing structure addition and method for wind turbine concrete gravity spread foundations and the like |
US11661718B2 (en) | 2018-07-25 | 2023-05-30 | Terracon Consultants, Inc. | Concrete pier foundation with lateral shear reinforcing loops and methods of constructing the same |
US11885092B2 (en) | 2019-01-31 | 2024-01-30 | Terracon Consultants, Inc. | Reinforcement structures for tensionless concrete pier foundations and methods of constructing the same |
-
1991
- 1991-05-29 JP JP12601891A patent/JPH04353117A/en not_active Withdrawn
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0711641A (en) * | 1993-06-23 | 1995-01-13 | Taisei Corp | Anchoring |
JPH07113232A (en) * | 1993-10-20 | 1995-05-02 | Sumitomo Constr Co Ltd | Ground anchor using aramid frp |
WO1996023934A1 (en) * | 1995-01-31 | 1996-08-08 | Komatsu Ltd. | Rod material for earth anchor and method of using the same |
US11434617B2 (en) | 2014-10-07 | 2022-09-06 | Terraconn Consultants, Inc. | Retrofit reinforcing structure addition and method for wind turbine concrete gravity spread foundations and the like |
US11814808B2 (en) | 2014-10-07 | 2023-11-14 | Terracon Consultants, Inc. | Retrofit reinforcing structure addition and method for wind turbine concrete gravity spread foundations and the like |
US11661718B2 (en) | 2018-07-25 | 2023-05-30 | Terracon Consultants, Inc. | Concrete pier foundation with lateral shear reinforcing loops and methods of constructing the same |
US11365523B2 (en) | 2018-11-13 | 2022-06-21 | Terracon Consultants, Inc. | Methods for constructing tensionless concrete pier foundations and foundations constructed thereby |
US11976431B2 (en) | 2018-11-13 | 2024-05-07 | Terracon Consultants, Inc. | Methods for constructing tensionless concrete pier foundations and foundations constructed thereby |
US11274412B2 (en) | 2019-01-31 | 2022-03-15 | Terracon Consultants, Inc. | Reinforcement structures for tensionless concrete pier foundations and methods of constructing the same |
US11885092B2 (en) | 2019-01-31 | 2024-01-30 | Terracon Consultants, Inc. | Reinforcement structures for tensionless concrete pier foundations and methods of constructing the same |
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