EP2261424B1 - Boîte d'étai pour étayer des tranchées - Google Patents

Boîte d'étai pour étayer des tranchées Download PDF

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Publication number
EP2261424B1
EP2261424B1 EP10162568.9A EP10162568A EP2261424B1 EP 2261424 B1 EP2261424 B1 EP 2261424B1 EP 10162568 A EP10162568 A EP 10162568A EP 2261424 B1 EP2261424 B1 EP 2261424B1
Authority
EP
European Patent Office
Prior art keywords
shore
plate
trench
shoring
profiles
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.)
Active
Application number
EP10162568.9A
Other languages
German (de)
English (en)
Other versions
EP2261424A2 (fr
EP2261424A3 (fr
Inventor
Wolfgang Deussen
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.)
SBH TIEFBAUTECHNIK GmbH
Original Assignee
SBH TIEFBAUTECHNIK GmbH
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 SBH TIEFBAUTECHNIK GmbH filed Critical SBH TIEFBAUTECHNIK GmbH
Priority to PL10162568T priority Critical patent/PL2261424T3/pl
Publication of EP2261424A2 publication Critical patent/EP2261424A2/fr
Publication of EP2261424A3 publication Critical patent/EP2261424A3/fr
Application granted granted Critical
Publication of EP2261424B1 publication Critical patent/EP2261424B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/06—Foundation trenches ditches or narrow shafts
    • E02D17/08—Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00—Investigation of foundation soil in situ
    • E02D1/08—Investigation of foundation soil in situ after finishing the foundation structure

Definitions

  • the invention relates to a Verbaubox for the installation of trenches with two in trench longitudinal direction at a distance alignable shoring plates and an attachable to the upper edge of each shoring Aufstockplatte.
  • lining panels of usually four spreaders are kept at a distance on opposite trench walls.
  • the spreaders also referred to as spindles, about a horizontal, parallel to the plane of the plate axis of a bolt pivotally mounted.
  • the pivotal mounting makes it possible to advance the two opposing shoring plates, which regularly have cutting edges at their lower edges, to advance alternately in the direction of the trench sole or to pull them out of the trench.
  • the opposite lining panels have a panel height of 2.40 meters and panel lengths of 2.00 to 5.00 meters.
  • Verbauboxen are known that allow higher pipe passages. Between two edge fixed on the surface of the opposing sheathing plates arranged guides a roller carriage is arranged vertically displaceable. Such a roller carriage, however, for a Verbauvorraum with double slide, is for example in the DE 297 031 90 U1 described.
  • the shoring plates of such Rollenschlitten Verbauboxen have a height of 3.15 to 4.00 meters, with the pipe passage can be adjusted up to a height of 2.78 meters above the grave sole steplessly using the roller carriage. Due to their size, roller carriage boxes can only be transported as special transport to the construction site.
  • the invention is based on the object, in particular using existing standard Verbauboxen to achieve greater passage heights and to facilitate the introduction of longer pipes or objects in the trench.
  • the object of a recourse to Sonderverbauemia such. the Rollenschlittenbox, not required.
  • costly and time-consuming special transports are to be avoided to the site.
  • connection profiles makes it possible to transport the shoring panels and countertops as individual parts to the construction site and to put them together there.
  • the Sp Schwarzrahmen has vertical frame side portions which are interconnected only by means of a transverse strut. To realize high passage heights of the expansion frame is moved to the upper position between the two guides. Since each guide for the Sp Schwarzrahmen is located on one of the connecting profiles that extends in the vertical direction on both the base and the Aufstockplatte, the cross member of the Sp Schwarzrahmens in the upper position is approximately equal to the Aufstockplatte. In the area of the underlying base plate, there are no transverse stiffeners, which limit the passage height. For swinging particularly long pipes in a Verbaubox individual Sp Schwarzrahmen can be selectively lowered or raised in adjacent Verbauboxen.
  • posts configured as C-profiles are arranged on the wall side and have passages extending in the trench longitudinal direction for receiving bolts for the pivotable mounting of the spreaders or spindles.
  • the posts on the ground and top plates are used to releasably attach thereto the connecting and spanning plate spanning connection profile.
  • the connection profile encompasses two aligned in each case posts of ground and Aufstockplatte and is bolted to them.
  • the connection profile is formed for this purpose, for example, as a U-profile, the free legs reach the side of the free legs of the post to the plant.
  • corresponding passageways are arranged in the connection profile with the passages in the post.
  • each guide as a with its surface towards the interior of the trench facing guide plate is configured, on which roll the rollers of the Sp lanternrahmens and that the guide plate in trench longitudinal direction has free side portions which engage behind the vertical frame side portions arranged guide means.
  • the guide means holds the rollers of the Sp Schwarzrahmens on the flat runway and transmits any tensile forces between the Sp Schwarzrahmen and the plates of Verbaubox.
  • a structurally simple guide means consists of attached to the vertical frame side portions of the Sp Schwarzrahmens angle profiles, the free legs engage behind the free side portions of the guide plate.
  • the cross brace is arranged centrally between the vertical frame side sections.
  • Such in the essential H-shaped Sp Drursrahmen facilitates work in the trench, since the disturbing in trench longitudinal internals are reduced. If a pipe has already been laid on the trench bottom, the H-shaped spreader frame can be lowered lower than a spreader frame which has, for example, an upper and a lower transverse strut.
  • transverse strut is arranged off-center between the vertical frame side sections in the upper area.
  • the cross member is variable in length in a preferred embodiment of the invention.
  • the Consunver Szier can be achieved in particular by the fact that the cross member is made of several parts and the parts are connected to each other via flanges. Intermediate pieces of different lengths can be inserted between the flanges.
  • the Verbaubox (1) comprises two in Grabenlticianscardi (2) at a distance from the width of the trench aligned Verbauplatten (3, 4) on the upper edges of each a Aufstockplatte (5, 6) is placed.
  • each Verbauplatte (3, 4) are vertically extending, designed as a post profiles (7, 8) welded.
  • On the surface of the patch plate (5, 6) are also on the two lateral edges each formed as a post profile (9, 10) welded.
  • Respectively two aligned profiles (7, 9) and (8, 10) surrounds a cross-sectionally U-shaped connecting profile (11,12).
  • the connecting profile (11,12) engages over the profiles (7, 9 or 8, 10) of shoring and Aufstockplatte (3,5 or 4,6) and is provided with two bolts (13) in each of the two profiles (7.9 or 8, 10) staked.
  • For attachment of the connection profile (11,12) to the C-shaped profiled post their free lateral legs have passages (14, 15) which correspond with corresponding passages in the posts (7, 9 and 8, 10).
  • each trench profile (11, 12) On the side of each trench profile (11, 12) facing the trench, one of the two guides for the spreader frame (16, 17) is arranged, which extends vertically over both the base plate (3, 4) and the top plate (5, 6) ).
  • the guide on each connecting profile (11, 12) is designed as a with its surface facing the inner of the trench guide plate (18, 19).
  • Each along the guide vertically movable expansion frame (16, 17) has vertical frame side portions (20, 21) which are interconnected by means of a multi-part transverse strut (22). On the vertical frame side portions (20, 21), two rollers are arranged in each case, which roll on the guide plate (18, 19).
  • the guide plate (18, 19) has, as in particular from the FIGS. 3 and 4 can be seen, free side portions (23, 24), which engage behind the vertical frame side portions (20, 21) of the Sp Schwarzrahmens (16,17) arranged guide means (25, 26).
  • the parts of the transverse strut (22) are interconnected by means of matching flanges (27 to 29). By removing parts of the transverse strut (22) or inserting intermediate pieces, the length can be varied.
  • the embodiment according to FIG. 6 corresponds largely to the Verbaubox (1) after the FIGS. 1 to 5 , Differences arise only with respect to the Sp Rudrahmens (30), in which the transverse strut (31) between the Frame side sections (32, 33) off-center, namely, are arranged at the upper edge relative to the trench sole (40). As a result, even greater pipe outlet heights than in an H-shaped expansion frame, as in the FIGS. 1 to 5 is achieved achieve.
  • FIG. 5 illustrates the introduction of an overlong pipe (38) in a trench with three successively arranged Verbugoxen (1).
  • the overlong tube (38) is intended to be introduced into the junction box (1) in the front position (35) below the transverse strut (22) of the expansion frame (17).
  • the tube (38) can now be lowered without hindrance by transverse struts (22) in the region of the Verbauboxen (1) at the positions (36, 37) and in Einschwenkcardi (39) forward under the raised Sp Rudrahmen (17, 16) of the Verbbauoxen (1) in the positions (35, 36), until it rests on the trench sole (40).

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Soil Sciences (AREA)
  • Sewage (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Securing Of Glass Panes Or The Like (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Claims (7)

  1. Caisson de coffrage pour le coffrage de tranchées, avec deux panneaux de coffrage orientables en direction longitudinale à une distance l'un par rapport à l'autre, ainsi qu'avec un panneau de rehaussement pouvant être placé sur le bord supérieur de chaque panneau de coffrage, caractérisé
    - en ce que sur la surface de chaque panneau de coffrage (3, 4) et sur la surface du panneau de rehaussement (5, 6) placé, deux profilés de liaison (11, 12) s'étendant à la verticale du côté du bord et chevauchant le panneau de base et le panneau de rehaussement sont fixés de manière amovible,
    - en ce que deux cadres d'écartement (16, 17) déplaçables chacun à la verticale entre deux guidages maintiennent à distance les panneaux de coffrage (3, 4) et panneaux de rehaussement (5, 6) opposés et
    - en ce que sur le côté faisant face à la tranchée de chaque profilé de liaison (11, 12) est disposé l'un des deux guidages pour le cadre d'écartement (16, 17), qui s'étend en direction verticale aussi bien par-dessus le panneau de base qu'également le panneau de rehaussement.
  2. Caisson de coffrage selon la revendication 1, caractérisé
    - en ce que sur la surface du panneau de coffrage (3, 4), chaque fois un profilé (7, 8) est disposé du côté du bord,
    - en ce que sur la surface du panneau de rehaussement placé, chaque fois un profilé (9, 10) est disposé sur le côté du bord,
    - en ce que les profilés du côté bord (7, 9, 8, 10) du panneau de coffrage et de rehaussement (3, 5, 4, 6) sont orientés en alignement les uns par rapport aux autres et
    - en ce que l'un des deux profilés de liaison (11, 12) entoure chaque fois deux profilés (7, 9, 8, 10) orientés en alignement mutuel du panneau de coffrage et du panneau de rehaussement (3, 5, 4, 6) et est boulonné sur ce dernier.
  3. Caisson de coffrage selon la revendication 1 ou la revendication 2, caractérisé en ce que chaque cadre d'écartement (16, 17) comporte des parties latérales de cadre (20, 21) verticales, faisant face aux guidages, qui sont reliés ensemble au moyen d'une entretoise (22).
  4. Caisson de coffrage selon la revendication 3, caractérisé
    - en ce que sur les parties latérales de cadre (22) verticales sont chaque fois disposées au moins deux galets,
    - en ce que chaque guidage est conçu en tant que plaque de guidage (18, 19) faisant face à l'intérieur de la tranchée, sur laquelle les galets du cadre d'écartement (16, 17) se déroulent,
    - en ce que la plaque de guidage (18, 19) comporte des parties latérales (23, 24) libres dans la direction longitudinale de la tranchée,
    - qui s'accrochent par l'arrière sur les moyens de guidage (25, 26) disposés sur les parties latérales de cadre (20, 21) verticales.
  5. Dispositif de coffrage selon la revendication 3 ou la revendication 4, caractérisé en ce que chaque entretoise (22) est à longueur variable.
  6. Dispositif de coffrage selon la revendication 5, caractérisé en ce que l'entretoise (22) est en plusieurs éléments et en ce que les éléments sont reliés ensemble par l'intermédiaire de brides (27 à 29).
  7. Caisson de coffrage selon l'une quelconque des revendications 3 à 6, caractérisé en ce que l'entretoise (31) est disposée de manière excentrée entre les parties latérales de cadre (32, 33) verticales.
EP10162568.9A 2009-06-10 2010-05-11 Boîte d'étai pour étayer des tranchées Active EP2261424B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL10162568T PL2261424T3 (pl) 2009-06-10 2010-05-11 Skrzynia do obudowy wykopów

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102009025050A DE102009025050B3 (de) 2009-06-10 2009-06-10 Verbaubox zum Verbau von Gräben

Publications (3)

Publication Number Publication Date
EP2261424A2 EP2261424A2 (fr) 2010-12-15
EP2261424A3 EP2261424A3 (fr) 2012-08-08
EP2261424B1 true EP2261424B1 (fr) 2013-08-14

Family

ID=42671617

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10162568.9A Active EP2261424B1 (fr) 2009-06-10 2010-05-11 Boîte d'étai pour étayer des tranchées

Country Status (3)

Country Link
EP (1) EP2261424B1 (fr)
DE (1) DE102009025050B3 (fr)
PL (1) PL2261424T3 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019103925A1 (fr) * 2017-11-22 2019-05-31 National Trench Safety, Llc Chariot à rouleaux pour structures de support d'excavation et procédés d'utilisation de ce dernier
WO2019103924A1 (fr) * 2017-11-22 2019-05-31 National Trench Safety, Llc Chariot à roulettes de coin pour structures de support d'excavation et procédés d'utilisation de ce dernier

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102015109106B4 (de) 2015-06-09 2024-02-01 Manfred Passler Verbauvorrichtung
CN111945747B (zh) * 2020-08-07 2022-01-11 广东宏建建设有限公司 一种市政管道沟槽支护结构
CN113931200A (zh) * 2021-10-28 2022-01-14 中国十七冶集团有限公司 一种建筑工地沟槽施工装置及使用方法
US11834804B1 (en) 2022-09-01 2023-12-05 Tom Malloy Corporation Retainer plate and retention pin for trench shoring securement

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2057263C3 (de) * 1970-11-21 1978-05-24 Josef 5142 Hueckelhoven Emunds Vorrichtung zum Abstützen von Grabenwänden
DE29703190U1 (de) * 1997-02-22 1997-04-17 SBH Tiefbautechnik GmbH, 52525 Heinsberg Verbauvorrichtung zum Verbau tiefer Gräben
DE102009009406B4 (de) * 2009-02-18 2011-05-12 Hess, Wilhelm Spreizrahmen

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019103925A1 (fr) * 2017-11-22 2019-05-31 National Trench Safety, Llc Chariot à rouleaux pour structures de support d'excavation et procédés d'utilisation de ce dernier
WO2019103924A1 (fr) * 2017-11-22 2019-05-31 National Trench Safety, Llc Chariot à roulettes de coin pour structures de support d'excavation et procédés d'utilisation de ce dernier
AU2018372818B2 (en) * 2017-11-22 2020-07-23 National Trench Safety, Llc Corner roller cart for excavation support structures and methods for using same

Also Published As

Publication number Publication date
DE102009025050B3 (de) 2011-01-27
PL2261424T3 (pl) 2014-01-31
EP2261424A2 (fr) 2010-12-15
EP2261424A3 (fr) 2012-08-08

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