WO2017016184A1 - Montant de pieu approprié pour la construction d'un sous-sol - Google Patents

Montant de pieu approprié pour la construction d'un sous-sol Download PDF

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Publication number
WO2017016184A1
WO2017016184A1 PCT/CN2016/000396 CN2016000396W WO2017016184A1 WO 2017016184 A1 WO2017016184 A1 WO 2017016184A1 CN 2016000396 W CN2016000396 W CN 2016000396W WO 2017016184 A1 WO2017016184 A1 WO 2017016184A1
Authority
WO
WIPO (PCT)
Prior art keywords
pile
transverse
retaining
basement
retaining pile
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.)
Ceased
Application number
PCT/CN2016/000396
Other languages
English (en)
Chinese (zh)
Inventor
周兆弟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of WO2017016184A1 publication Critical patent/WO2017016184A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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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
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • 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
    • 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

Definitions

  • the connector structure includes a plurality of coupling nuts secured within the transverse piles.
  • the bottom of the connecting nut has a card base
  • the inside of the retaining pile body has a connecting rod that is engaged with the connecting plate of the connecting nut, and the connecting rod is fixed with the retaining pile body.
  • Connection, the connecting nut and the connecting rod are in one-to-one correspondence.
  • a connecting nut corresponding to the position of the basement floor is provided with a connecting rib.
  • Figure 8 is a schematic view showing the axial connection of two retaining pile bodies
  • the retaining pile body 1 can be connected to each other to form a wall, or can be enclosed around the basement to form a supporting and protecting structure surrounding the basement. As shown in FIG. 7 and FIG. 11, the retaining pile body 1 is connected.
  • the structure 4 is connected to each other to form a rectangular protective frame structure, which is enclosed around the basement and functions to waterproof and support the basement.
  • the retaining pile body 1 is inserted into the soil layer 200 and fixedly coupled to the soil layer 200.
  • the structure and working principle of this embodiment are basically the same as those of the embodiment 1, except that as shown in FIG. 2 and FIG. 3, a plurality of anchor rods 8 are fixed on the lateral pile 2.
  • the anchor rod 8 is located on both sides of the vertical pile 3 and evenly distributed, and a bolt fixing rod 9 for connecting the anchor rod 8 is fixed in the lateral pile 2, and the anchor rod fixing rod 9 is perpendicular to the anchor rod 8.
  • the anchor rod 8 can also be fixedly connected with the soil layer 200 or other members of the soil layer 200, such as the cement soil mixing pile 201, thereby making the enclosure
  • the pile body 1 can be firmly fixed in the soil layer 200.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

L'invention concerne un montant de pieu approprié pour la construction d'un sous-sol comprenant un corps (1) de montant de pieu doté d'une section transversale en forme de T. Le corps (1) de montant de pieu comprend un montant transversal (2) et un montant vertical (3) qui est perpendiculaire au montant transversal (2) et relié solidement à celui-ci. Une structure de pièce de liaison (4), susceptible de relier une barre de renfort en acier dans un sol de sous-sol au montant transversal (2), est placée sur le montant transversal (2).
PCT/CN2016/000396 2015-07-27 2016-07-14 Montant de pieu approprié pour la construction d'un sous-sol Ceased WO2017016184A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201510446113.9 2015-07-27
CN201510446113.9A CN105133603A (zh) 2015-07-27 2015-07-27 适用于地下室建造的围护桩

Publications (1)

Publication Number Publication Date
WO2017016184A1 true WO2017016184A1 (fr) 2017-02-02

Family

ID=54719151

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2016/000396 Ceased WO2017016184A1 (fr) 2015-07-27 2016-07-14 Montant de pieu approprié pour la construction d'un sous-sol

Country Status (2)

Country Link
CN (1) CN105133603A (fr)
WO (1) WO2017016184A1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105133603A (zh) * 2015-07-27 2015-12-09 周兆弟 适用于地下室建造的围护桩

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003342963A (ja) * 2002-05-29 2003-12-03 Kumagai Gumi Co Ltd 地下構造体
CN101294382A (zh) * 2008-01-09 2008-10-29 杨峰 深基坑钢筋混凝土围护桩及其制造与埋置方法
CN103306301A (zh) * 2013-07-04 2013-09-18 天津市天友建筑设计股份有限公司 基于围护桩与地下室底板的桩基基础结构及其施工方法
CN204225085U (zh) * 2014-09-02 2015-03-25 谈维汉 一种t形桩
CN105133603A (zh) * 2015-07-27 2015-12-09 周兆弟 适用于地下室建造的围护桩
CN204940264U (zh) * 2015-07-27 2016-01-06 周兆弟 适用于地下室建造的围护桩

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003342963A (ja) * 2002-05-29 2003-12-03 Kumagai Gumi Co Ltd 地下構造体
CN101294382A (zh) * 2008-01-09 2008-10-29 杨峰 深基坑钢筋混凝土围护桩及其制造与埋置方法
CN103306301A (zh) * 2013-07-04 2013-09-18 天津市天友建筑设计股份有限公司 基于围护桩与地下室底板的桩基基础结构及其施工方法
CN204225085U (zh) * 2014-09-02 2015-03-25 谈维汉 一种t形桩
CN105133603A (zh) * 2015-07-27 2015-12-09 周兆弟 适用于地下室建造的围护桩
CN204940264U (zh) * 2015-07-27 2016-01-06 周兆弟 适用于地下室建造的围护桩

Also Published As

Publication number Publication date
CN105133603A (zh) 2015-12-09

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