EP2141287B1 - Method of constructing a retaining wall - Google Patents
Method of constructing a retaining wall Download PDFInfo
- Publication number
- EP2141287B1 EP2141287B1 EP09007934A EP09007934A EP2141287B1 EP 2141287 B1 EP2141287 B1 EP 2141287B1 EP 09007934 A EP09007934 A EP 09007934A EP 09007934 A EP09007934 A EP 09007934A EP 2141287 B1 EP2141287 B1 EP 2141287B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- wall
- bores
- load distribution
- load
- cavities
- 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
Links
- 238000000034 method Methods 0.000 title claims abstract description 13
- 238000009826 distribution Methods 0.000 claims abstract description 40
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 13
- 238000011010 flushing procedure Methods 0.000 claims description 8
- 238000005406 washing Methods 0.000 abstract 1
- 239000002689 soil Substances 0.000 description 5
- 230000005484 gravity Effects 0.000 description 4
- 239000007787 solid Substances 0.000 description 4
- 238000004140 cleaning Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000009418 renovation Methods 0.000 description 1
- 230000002000 scavenging effect Effects 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
Images
Classifications
-
- 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
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
- E02D29/0233—Retaining or protecting walls comprising retention means in the backfill the retention means being anchors
Definitions
- the invention relates to a method for securing retaining walls, wherein at the back rinsed load distribution cavities and wall bores through the retaining wall into the load distribution cavities are executed and wherein in the load distribution cavities by filling with mortar load distribution body are formed anchored by means of ground anchors anchor rods are inserted into the wall bores, which anchored in the load distribution cavities rod ends are anchored in the load distribution bodies, and that the wall bores are grouted with mortar.
- the object of the invention is therefore to provide an effective measure with the simplest possible means to rehabilitate such retaining walls that collapse not only by the upcoming earth pressure, but also by their tendency to the air side.
- the wall bores with high pressure preferably rinsed by high-pressure rotary lances become. It has been found that in the case of wall bores made in this way, the pull-out resistance of the pressed-in anchor rod is at least 50% higher in comparison with an execution of the wall bores without high-pressure cleaning of the borehole.
- Fig. 1-4 each show in a simplified vertical section successive steps in securing a retaining wall;
- Fig. 5 shows a front view in the direction of arrow V in Fig. 4 ,
- the method for securing retaining walls is explained using the example of a retaining wall 1 to be renovated, behind which soil 2 is present. Due to the earth pressure and often in addition due to insufficient foundation training to be rehabilitated retaining wall 1, as in the Fig. 1-4 already shown a considerable inclination to the air side (left in the Fig. 1-4 ). Due to the consequent shift of the center of gravity of the wall increases the risk that the retaining wall 1 falls over to the air side. This danger is exacerbated if no solid wall bond is given, as is often the case, for example, with a natural stone heavyweight wall or a retaining wall made of loose quarry stone masonry.
- the masonry core is grouted with mortar to reestablish a solid wall bond.
- this measure does not contribute significantly to eliminate the loss of stability described by shifting the wall of gravity due to increasing inclination.
- anchor bores 3 are drilled.
- anchor holes 4 are rinsed or drilled in the soil 2.
- a ground anchor 5 is used in each case.
- a load distribution cavity 8 is flushed out by means of a introduced through the anchor hole 3 high-pressure spout 6 on the back wall 7, after in each load distribution cavity 8 through the retaining wall 1 through a flushing hole 9 and a drain hole 10 was executed.
- each drain hole 10 is sloping outwardly from the load distribution cavity 8 to the outside.
- each anchorage hole 3 In addition to the flushing holes 9 and the drainage holes 10, on both sides of each anchorage hole 3 further wall bores 11 are made through the retaining wall 1 into the load distribution cavity 8.
- All wall borings (flushing holes 9, drainage holes 10 and additional wall borings 11) will then be completed by means of high-pressure rotary lances 12 ( Fig. 3 ) rinsed and cleaned. Subsequently, in each wall bores, namely the flushing holes 9, the drain holes 10 and the other wall bores 11, respectively an anchor rod 13 is inserted ( Fig. 4 ). Then all cavities produced, namely the anchor holes 3, the anchor holes 4, the flushing holes 9, the drain holes 10, the additional wall bores 11 and in particular the load distribution cavities 8 are compressed with mortar.
- the inserted anchor rods 13 extend over most of the length of the wall bores 9, 10 and 11 and the thickness of the load distribution body 14 produced by the grouting with mortar. Preferably, the inserted anchor rods 13 end at a distance of about 5 cm from the rear side of the load distribution body 14 and the front of the retaining wall 1.
- the anchor rods 13 are preferably made of stainless steel and consist, for example, of threaded rods to ensure effective anchoring in the surrounding mortar material.
- the pending from the soil 2 earth pressure is supported under arching effect on the load distribution bodies 14 and thereby largely kept away from the rear wall 7.
- the retaining wall 1 is connected by means of the inserted in the wall bores 9, 10 and 11 anchor rods 12 with the anchored load distribution bodies 14 power transmitting and thereby receives the required stability, which is also statically detectable.
- the load distribution body 14 connected in the manner described with the retaining wall 1 are expediently distributed uniformly over the wall surface, for example arranged in two superimposed, staggered rows.
- the position of the ground anchor of each lower row is in the Fig. 2-4 each indicated by a dot-dash line 15.
Landscapes
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Environmental & Geological Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Piles And Underground Anchors (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Retaining Walls (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
Description
Die Erfindung betrifft ein Verfahren zur Sicherung von Stützmauern, wobei an der Rückseite Lastverteilungs-Hohlräume ausgespült und Mauerbohrungen durch die Stützmauer hindurch in die Lastverteilungs-Hohlräume ausgeführt werden und wobei in den Lastverteilungs-Hohlräumen durch Verfüllen mit Mörtel Lastverteilungskörper gebildet werden, die mittels Bodenankern verankert werden, wobei in die Mauerbohrungen Ankerstäbe eingelegt werden, deren in die Lastverteilungs-Hohlräume reichende Stabenden in den Lastverteilungskörpern verankert werden, und dass die Mauerbohrungen mit Mörtel verpresst werden.The invention relates to a method for securing retaining walls, wherein at the back rinsed load distribution cavities and wall bores through the retaining wall into the load distribution cavities are executed and wherein in the load distribution cavities by filling with mortar load distribution body are formed anchored by means of ground anchors anchor rods are inserted into the wall bores, which anchored in the load distribution cavities rod ends are anchored in the load distribution bodies, and that the wall bores are grouted with mortar.
Zur Sanierung alter Stützmauern ist es bekannt, die Stützmauer nach Reinigung der Mauervorderseite neu zu verfugen und den Mauerkern durch Verpressen mit Mörtel zu verfestigen. Dadurch wird ein fester Mauerverbund hergestellt.For the rehabilitation of old retaining walls, it is known to re-grout the retaining wall after cleaning the front wall of the wall and to consolidate the masonry core by pressing with mortar. This creates a solid wall bond.
In vielen Fällen sind aber auch in dieser Weise sanierte Stützmauern durch den Erddruck des dahinter anstehenden Erdreichs gefährdet. Um die Stützmauer von dem die Stabilität gefährdenden Erddruck zu entlasten, ist es bei einem Verfahren der eingangs genannten Gattung bekannt (
Wenn die zu sanierende Stützmauer aber beispielsweise wegen unzureichender Fundamentierung und/oder der früheren Einwirkung des Erddrucks nach vorn, d.h. zur Luftseite hin geneigt ist, besteht die Gefahr, dass die Stützmauer auch ohne Einwirkung des Erddrucks ihre Standfestigkeit verliert und zur Luftseite hin stürzt.However, if the retaining wall to be rehabilitated, for example, due to insufficient foundation and / or the former exposure of the earth pressure forward, i. tilted to the air side, there is a risk that the retaining wall loses its stability even without the influence of the earth pressure and crashes to the air side.
Da diese Gefahr im Wesentlichen durch die Verlagerung des Mauerschwerpunkts zur Luftseite hin bedingt ist, kann auch die Herstellung eines festen Mauerverbunds durch Verpressen mit Mörtel die Gefahr nicht beseitigen, dass die Mauer zur Luftseite hin umstürzt.Since this danger is essentially due to the shift of the center of gravity of the wall towards the air side, the production of a solid wall composite by grouting with mortar can not eliminate the risk that the wall will overturn towards the air side.
Aufgabe der Erfindung ist es daher, mit möglichst einfachen Mitteln eine wirksame Maßnahme zu schaffen, um auch solche Stützmauern zu sanieren, die nicht nur durch den anstehenden Erddruck, sondern auch durch ihre Neigung zur Luftseite hin einsturzgefährdet sind.The object of the invention is therefore to provide an effective measure with the simplest possible means to rehabilitate such retaining walls that collapse not only by the upcoming earth pressure, but also by their tendency to the air side.
Diese Aufgabe wird bei einem Verfahren der eingangs genannten Gattung erfindungsgemäß dadurch gelöst, dass zur Herstellung der Lastverteilungs-Hohlräume ausgeführte Spül- und Ablaufbohrungen als Mauerbohrungen zur Aufnahme von Ankerstäben verwendet werden und dass zusätzlich zu den Spül- und Ablaufbohrungen weitere Mauerbohrungen vorgenommen werden.This object is achieved in a method of the type mentioned in the present invention that executed to produce the load distribution cavities rinsing and drain holes are used as wall bores for receiving anchor rods and that in addition to the Rinsing and drainage holes further Mauerbohrungen be made.
Durch die in die Mauerbohrungen eingelegten und anschließend sowohl in den Lastverteilungskörpern als auch in den Mauerbohrungen der Stützmauer verankerten Ankerstäbe wird insbesondere auch in horizontaler Richtung eine kraftübertragende Verbindung zwischen den Lastverteilungskörpern und der Stützmauer hergestellt. Da die Lastverteilungskörper in der schon bekannten Weise mittels der Bodenanker im Erdreich verankert sind, können die durch die Schrägstellung der Stützmauer verursachten Horizontalkräfte über die Lastverteilungskörper und die Bodenanker in den hinter der Stützmauer anstehenden Boden eingeleitet werden. Die gesamte Stützmauer wird somit in horizontaler Richtung verankert. Ein Verlust ihrer Standfestigkeit infolge einer Verlagerung des Mauerschwerpunkts zur Luftseite hin wird zuverlässig und in statisch nachprüfbarer Weise verhindert.By anchored in the wall bores and then anchored both in the load distribution bodies and in the wall bores of the retaining wall tie rods, a force-transmitting connection between the load distribution bodies and the retaining wall is made in particular in the horizontal direction. Since the load distribution body are anchored in the well-known manner by means of ground anchors in the ground, caused by the inclination of the retaining wall horizontal forces on the load distribution body and the ground anchors can be introduced into the pending behind the retaining wall bottom. The entire retaining wall is thus anchored in the horizontal direction. A loss of their stability due to a shift of the center of gravity of the wall towards the air side is reliably prevented in a statically verifiable manner.
Ausgehend von einer Sicherung von Stützmauern mittels Lastverteilungskörpern wird die zusätzliche und für die Standsicherheit der Stützmauer wesentliche Sanierung mit verhältnismäßig geringem zusätzlichem Aufwand erzielt, weil zur Herstellung der Lastverteilungs-Hohlräume ausgeführte Spül- und Ablaufbohrungen, die somit ohnehin vorhanden sind, als Mauerbohrungen zur Aufnahme von Ankerstäben verwendet werden können und zusätzlich zu den Spül- und Ablaufbohrungen weitere Mauerbohrungen vorgenommen werden, um eine Verankerung der Stützmauer mittels Ankerstäben an zusätzlichen Stellen vorzunehmen.Based on a backup of retaining walls by means of load distribution bodies, the additional and essential for the stability of the retaining wall renovation is achieved with relatively little additional effort, because for the production of load distribution cavities executed rinsing and drain holes, which are thus already available as a wall bores for receiving Anchor rods can be used and in addition to the flushing and drainage holes further masonry holes are made to anchor the retaining wall by means of anchor rods at additional locations.
In weiterer Ausgestaltung des erfindungsgemäßen Verfahrens ist vorgesehen, dass die Mauerbohrungen mit Hochdruck, vorzugsweise mittels Hochdruckrotationslanzen ausgespült werden. Es hat sich ergeben, dass bei in dieser Weise ausgeführten Mauerbohrungen der Herausziehwiderstand des eingepressten Ankerstabs gegenüber einer Ausführung der Mauerbohrungen ohne Hochdruckreinigung des Bohrlochs um mindestens 50 % höher liegt.In a further embodiment of the method according to the invention it is provided that the wall bores with high pressure, preferably rinsed by high-pressure rotary lances become. It has been found that in the case of wall bores made in this way, the pull-out resistance of the pressed-in anchor rod is at least 50% higher in comparison with an execution of the wall bores without high-pressure cleaning of the borehole.
Weitere vorteilhafte Ausgestaltungen des Erfindungsgedankens sind Gegenstand weiterer Unteransprüche.Further advantageous embodiments of the inventive concept are the subject of further subclaims.
Die Erfindung wird nachfolgend an einem Ausführungsbeispiel näher erläutert, das in der Zeichnung dargestellt ist.The invention will be explained in more detail using an exemplary embodiment, which is shown in the drawing.
Die
Das Verfahren zur Sicherung von Stützmauern wird am Beispiel einer zu sanierenden Stützmauer 1 erläutert, hinter der Erdreich 2 ansteht. Durch den Erddruck und oftmals zusätzlich infolge unzureichender Fundamentausbildung hat die zu sanierende Stützmauer 1, wie in den
Durch die Stützmauer 1 werden Ankerbohrungen 3 gebohrt. In Verlängerung der Ankerbohrungen 3 werden Ankerlöcher 4 im Erdreich 2 ausgespült oder gebohrt. In jede Ankerbohrung 3 und das zugeordnete Ankerloch 4 wird jeweils ein Bodenanker 5 eingesetzt. Anschließend wird mittels einer durch die Ankerbohrung 3 eingeführten Hochdruck-Spüllanze 6 an der Mauerrückseite 7 jeweils ein Lastverteilungs-Hohlraum 8 ausgespült, nachdem in jeden Lastverteilungs-Hohlraum 8 durch die Stützmauer 1 hindurch eine Spülbohrung 9 und eine Ablaufbohrung 10 ausgeführt wurde.Through the
Während die Ankerbohrungen 3 und Spülbohrungen 9 von der Luftseite der Stützmauer 2 her zum Lastverteilungs-Hohlraum 8 abfallend verlaufen, verläuft jede Ablaufbohrung 10 entgegengesetzt vom Lastverteilungs-Hohlraum 8 nach außen hin abfallend.While the
Zusätzlich zu den Spülbohrungen 9 und den Ablaufbohrungen 10 werden beiderseits jeder Ankerbohrung 3 weitere Mauerbohrungen 11 durch die Stützmauer 1 hindurch in den Lastverteilungs-Hohlraum 8 ausgeführt.In addition to the
Alle Mauerbohrungen (Spülbohrungen 9, Ablaufbohrungen 10 und zusätzliche Mauerbohrungen 11) werden anschließend mittels Hochdruck-Rotationslanzen 12 (
Die eingelegten Ankerstäbe 13 erstrecken sich über den größten Teil der Länge der Mauerbohrungen 9, 10 und 11 und der Dicke der durch das Verpressen mit Mörtel hergestellten Lastverteilungskörper 14. Vorzugsweise enden die eingelegten Ankerstäbe 13 im Abstand von jeweils etwa 5 cm vor der Rückseite des Lastverteilungskörpers 14 und der Vorderseite der Stützmauer 1. Die Ankerstäbe 13 sind vorzugsweise aus Edelstahl hergestellt und bestehen beispielsweise aus Gewindestäben, um eine wirkungsvolle Verankerung in dem umgebenden Mörtelmaterial zu gewährleisten.The inserted
Die in die Ankerlöcher 4 eingelegten und mit Mörtel verpressten Bodenanker 5 bilden eine Erdvernagelung der Lastverteilungskörper 14. Der aus dem Erdreich 2 anstehende Erddruck wird unter Gewölbewirkung an den Lastverteilungskörpern 14 abgestützt und dadurch weitgehend von der Mauerrückseite 7 ferngehalten. Die Stützmauer 1 ist mittels der in den Mauerbohrungen 9, 10 und 11 eingelegten Ankerstäbe 12 mit den verankerten Lastverteilungskörpern 14 kraftübertragend verbunden und erhält dadurch die erforderliche Standsicherheit, die auch statisch nachweisbar ist.The ground anchors inserted into the
Wie in
Claims (6)
- Method for securing retaining walls (1), wherein load-distribution cavities (8) are flushed out on the rear side (7) and wall bores (9, 10) are made through the retaining wall into the load-distribution cavities, and wherein load-distribution bodies (14), which are anchored by means of ground anchors, are formed in the load-distribution cavities by filling with mortar, wherein anchor rods (13) are inserted into the wall bores (9, 10, 11), the ends of which rods, which extend into the load-distribution cavities (8), being anchored in the load-distribution bodies (14), and wherein the wall bores (9, 10, 11) are injected with mortar, characterized in that flushing and drainage bores (9, 10), which are made in order to produce the load-distribution cavities (8), are used as wall bores for receiving anchor rods (13), and in that, in addition to the flushing and drainage bores (9, 10), further wall bores (11) are formed.
- Method according to Claim 1, characterized in that the wall bores (9, 10, 11) are flushed out at high pressure.
- Method according to Claim 2, characterized in that the wall bores (9, 10, 11) are flushed out by means of high-pressure rotary lances (12).
- Method according to one of the preceding claims, characterized in that the inserted anchor rods (13) extend over most of the length of the wall bores (9, 10, 11) and over the thickness of the load-distribution bodies (14).
- Method according to Claim 4, characterized in that the inserted anchor rods (13) terminate at a distance of each in case approximately 5 cm before the rear side of the load-distribution body (14) and before the front side of the retaining wall (1).
- Method according to one of the preceding claims, characterized in that the anchor rods (13) consist of threaded rods.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL09007934T PL2141287T3 (en) | 2008-07-01 | 2009-06-17 | Method of constructing a retaining wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102008030671A DE102008030671A1 (en) | 2008-07-01 | 2008-07-01 | Method for securing retaining walls |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2141287A1 EP2141287A1 (en) | 2010-01-06 |
EP2141287B1 true EP2141287B1 (en) | 2011-11-09 |
Family
ID=40902034
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09007934A Active EP2141287B1 (en) | 2008-07-01 | 2009-06-17 | Method of constructing a retaining wall |
Country Status (8)
Country | Link |
---|---|
EP (1) | EP2141287B1 (en) |
AT (1) | ATE532910T1 (en) |
DE (1) | DE102008030671A1 (en) |
ES (1) | ES2376964T3 (en) |
HR (1) | HRP20120125T1 (en) |
PL (1) | PL2141287T3 (en) |
PT (1) | PT2141287E (en) |
SI (1) | SI2141287T1 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112411570A (en) * | 2020-11-11 | 2021-02-26 | 贵州建工集团第一建筑工程有限责任公司 | Emergency support method for foundation pit soil collapse |
CN114703895B (en) * | 2022-03-04 | 2023-11-17 | 中铁第五勘察设计院集团有限公司 | Reinforcing structure for downward penetrating construction of open cut tunnel with small included angle and construction method |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3408461A1 (en) * | 1984-03-08 | 1985-09-19 | Kurt G. Dipl.-Ing. 6100 Darmstadt Ross | METHOD FOR RENOVATING SUPPORT WALLS |
DE3716100A1 (en) | 1987-05-14 | 1988-12-01 | Ross Kurt G | METHOD FOR SECURING SUPPORT WALLS |
DE102008018382A1 (en) * | 2008-04-11 | 2009-10-15 | Bau-Sanierungstechnik Gmbh | Method for securing retaining walls |
-
2008
- 2008-07-01 DE DE102008030671A patent/DE102008030671A1/en not_active Ceased
-
2009
- 2009-06-17 SI SI200930163T patent/SI2141287T1/en unknown
- 2009-06-17 EP EP09007934A patent/EP2141287B1/en active Active
- 2009-06-17 ES ES09007934T patent/ES2376964T3/en active Active
- 2009-06-17 AT AT09007934T patent/ATE532910T1/en active
- 2009-06-17 PT PT09007934T patent/PT2141287E/en unknown
- 2009-06-17 PL PL09007934T patent/PL2141287T3/en unknown
-
2012
- 2012-02-06 HR HR20120125T patent/HRP20120125T1/en unknown
Also Published As
Publication number | Publication date |
---|---|
PL2141287T3 (en) | 2012-03-30 |
SI2141287T1 (en) | 2012-03-30 |
DE102008030671A1 (en) | 2010-01-07 |
ATE532910T1 (en) | 2011-11-15 |
HRP20120125T1 (en) | 2012-02-29 |
EP2141287A1 (en) | 2010-01-06 |
ES2376964T3 (en) | 2012-03-21 |
PT2141287E (en) | 2012-02-03 |
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