EP0698697B1 - Bauteilsatz zum Anpressen eines Dichtmittels an eine Stahlspundwand und Anordnung zum Abdichten von Bauteilanschlüssen - Google Patents
Bauteilsatz zum Anpressen eines Dichtmittels an eine Stahlspundwand und Anordnung zum Abdichten von Bauteilanschlüssen Download PDFInfo
- Publication number
- EP0698697B1 EP0698697B1 EP95113083A EP95113083A EP0698697B1 EP 0698697 B1 EP0698697 B1 EP 0698697B1 EP 95113083 A EP95113083 A EP 95113083A EP 95113083 A EP95113083 A EP 95113083A EP 0698697 B1 EP0698697 B1 EP 0698697B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- pressure
- moulded
- sealing
- piling wall
- arrangement according
- 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.)
- Expired - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 78
- 239000010959 steel Substances 0.000 title claims abstract description 78
- 238000007789 sealing Methods 0.000 title claims abstract description 64
- 238000003825 pressing Methods 0.000 title claims description 14
- 230000006835 compression Effects 0.000 claims abstract 4
- 238000007906 compression Methods 0.000 claims abstract 4
- 239000013013 elastic material Substances 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 239000013536 elastomeric material Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 claims description 2
- 230000006978 adaptation Effects 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 4
- 238000004078 waterproofing Methods 0.000 abstract 1
- 238000007639 printing Methods 0.000 description 29
- 239000000565 sealant Substances 0.000 description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 8
- 239000000463 material Substances 0.000 description 6
- 238000005253 cladding Methods 0.000 description 5
- 238000006073 displacement reaction Methods 0.000 description 5
- 229910052742 iron Inorganic materials 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000005755 formation reaction Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 238000000748 compression moulding Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 230000012447 hatching Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000002522 swelling effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
-
- 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
- E02D5/03—Prefabricated parts, e.g. composite sheet piles
- E02D5/04—Prefabricated parts, e.g. composite sheet piles made of steel
- E02D5/08—Locking forms; Edge joints; Pile crossings; Branch pieces
Definitions
- the invention relates to a set of components consisting of several printing form parts for the continuous gapless sealing pressing of an elastic sealant against a Steel sheet pile made up of several prefabricated sheet steel wall sections is put together.
- the invention further relates to an arrangement for sealing component connections between a steel sheet pile and one by pouring concrete onto the Steel sheet pile concrete component to be created, containing a Sealant, a pressure transducer device that can be attached to the steel sheet pile wall for sealingly pressing on the sealant the steel sheet pile, and one between the pressure transducer device and the sealant provided, from several pressure molded parts existing component set.
- a set of components and an arrangement of the type described above are known from WO-A-90 09488.
- this serves known arrangement not for sealing component connections between a steel sheet pile and one by concreting the steel sheet pile to be created concrete component, but to Provide cladding exposed to water Side surface of the sheet steel wall. The task of cladding it is against the surface of the wall it covers Protect corrosion.
- a waterproof, flexible material that is made using prefabricated, straight strips against the surface to be protected the steel sheet pile is pressed. The strips extend vertical, flat surfaces of the Steel sheet pile and are prepunched. Are on the steel sheet pile Bolts attached with their threaded section protrude through the holes in the strips.
- An arrangement for sealing component connections between a steel wall and one by concreting onto the steel wall concrete component to be created is also from DE 9000493 U known.
- Long round bars are used as pressure parts used.
- the round bars are covered by flat steel strips, which with the help of clamping nuts a sealing tape against a Press the steel plate.
- For bridging longitudinal joints of the Long round bars are short round bars in addition to the longitudinal joints placed together with the long round bars against the Sealing tape are pressed, which also in the Longitudinal impacts the required tightness between the sealing tape and steel sheet plate results.
- the object of the invention is to be simple and inexpensive to carry out Measures to be taken that ensure seamless sealing enable transverse to the vertical direction of a steel sheet pile wall, such as for sealing component connections between a steel sheet pile and one by concreting the steel sheet pile concrete component to be created is required is, the seal even with component displacements that are in a usual expected range, their functionality should maintain.
- the solution shown is not just simple and inexpensive to execute, but is also characterized by a high level of functionality. This is because that Sealant not rigidly connected to the steel sheet pile is, but rather solid is squeezed against it. Therefore, shifts result not to damage or even tear the Poetry.
- the sealing measure provided according to the invention is also a possible enlargement of the connection gap grown between the steel sheet pile and a concrete component, because then the one originally compressed by the pressure transmitter device or expand squeezed sealant and still provide adequate sealing can.
- the pressure section of the sealant is in this Regarding in particular its thickness or strength to be dimensioned accordingly and from a suitable elastic To manufacture material.
- FIG. 1 and 2 show two exemplary embodiments of a sealing arrangement according to the invention in vertical section.
- the seal assembly includes two parts. On the one hand, this is a sealant, for example in the form of a sealing tape 1 and the other around a pressure transmitter device 20.
- the sealing tape 1 is advantageously a rubber band and can consist of two sections. This are a pressing section 2 and an integrating section 3.
- the Press section 2 forms the lower part of the sealing tape 1, whereas the binding section 3 the upper part of the sealing tape 1.
- the pressing section 2 is shown in the Advantageously thicker than the binding section 3 trained.
- the binding section 3 is preferred provided with ribs 4 or grooves.
- For the sealing tape 1 is advantageously a rubber-elastic material used.
- the binding section 3 is such flexible or pliable that it is in the manner shown can be angled with respect to the pressing section 2.
- FIG. 1 there is the pressure transducer device 20 from a steel angle 10 and a Screw trained threaded bolts 21.
- the threaded bolts 21 act on printing forme parts 15, the Ends overlap.
- Of the horizontal leg 11 of the steel bracket 10 is on the steel sheet pile 30 attached for example by welding.
- the vertical leg opposite the steel wall 30 12 of the steel bracket 10 has a threaded bore into which the threaded bolt 21 is screwed.
- the compression molding 15 is attached, that can be plugged in there.
- the printing form parts 15 are preferably made of steel or another pressure-stable Material.
- the sealing tape 1 is used to produce the seal its pressing section 2 to be squeezed in the shown Way between the pressure transducer device 20 and the existing one Steel wall 30 inserted.
- the binding section 3 of the sealing tape 1 projects upward above the pressure transmitter device 20 and can move towards a currently non-existent component 40 still to be concreted.
- the pressing section 2 the sealing tape 1 with the help of the intermediate pressure molding 15 pressed firmly against the steel wall 30, so that after the subsequent concreting of the component 40 no Water between the steel wall 30 and the concrete component 40 can penetrate.
- concreting component 40 is the sealing tape 1, with the exception of that on the steel wall 30 pressed surface, including the pressure transducer device 20 and the printing form parts 15 embedded in the concrete of the component 40.
- the Binding section 3 of the sealing tape 1 extends sufficiently deep in the concrete component 40 to be effective Provide moisture barrier.
- FIG. 1 While it is in the embodiment according to FIG. 1 is a "pressure pinch seal", that is Embodiment according to FIG. 2 as “pull-pinch seal” educated.
- FIG. 2 is a Threaded rod 22 acting as a pull rod on the steel wall 30 welded on.
- the pressing section 2 of the sealing tape 1 and the printing forme parts 15 are preferably only on site perforated for the passage of the threaded rod 22 (perforations 5 in FIG. 4). With the help of a screwed onto the threaded rod 22 The pressure section 2 of the sealing tape 1 becomes tight squeezed against the steel wall 30.
- FIG. 3 shows a horizontal section to FIG. 2nd
- the sealing arrangement is again not yet tight or tightened condition.
- the individual printing form parts 15 overlap at the Corners of the steel wall 30 and are the course of the steel wall 30 customized.
- threaded rods 22 and nuts 23 could one also through the pressure mold parts 15 and the sealing tape Screw 1 inserted screws into the steel wall 30 and tighten.
- screws or nuts with thread could also generally other adjustable or clampable components for exerting the contact pressure the pressing section 2 of the sealing tape 1 are used, for example clamping fixtures.
- FIG. 4 shows an embodiment of the sealing tape 1 with possible perforations 5 in the pressing section 2 for use in the embodiment of FIG. 2 and 3.
- FIG. 5 A special type of sealing tape 1 is shown in FIG. 5 shown.
- This is a folding seal with corrugations 6 in the binding section 3.
- Such a folding seal is especially for sheet piling or for corner formations suitable because the embedding section 3 with respect continuously extend or shorten to the pressure section 2 leaves.
- the in FIG. 1 and 2 shown ribs 4 on Binding section 3 of the sealing tape 1 serve for a better connection and sealing in the concrete after tensioning or tightening of the pressure transducer device 20 to be concreted 40.
- the seal according to the invention preferably takes place Application between the steel sheet pile wall of a building and the concrete building base. It is an advantage here that the seal is only from the inside of the steel sheet pile previously created can be executed.
- sheet piling always recurring profile panels that are in a right-left or positive-negative setup are chained together.
- the chaining is done by means of a sheet pile lock (subject-specific expression) 90. This chaining technique is well known and therefore does not need to be described here to be explained.
- the one particularly advantageous embodiment of the invention shows are Prefabricated printing form parts 80 to 83 are provided the sheet piling profiles are precisely adapted. According to that recurring sheet pile profile comes with a limited number of different printing mold parts, so that they can be prefabricated or in stock.
- the printing form parts comprise four individual elements, the in FIG. 6 are shown: a printing forme part 80 as Positive profile and a pressure molding 81 as a negative profile, those with two pressure part connectors 82 and 83, respectively from the negative and positive profile with the bung lock 90 overlap their overlapping ends 85.
- Alike cover the printing form parts 81 and 83 and the printing form parts 80 and 82 with their overlapping ends 85 one break point or one corner of the steel sheet pile 30th
- the advantageously formed with tongue and groove The ends 85 of the printing form parts 80 to 83 overlap an important part of the sealing process during the Pressing.
- the sealing tape 1 is continuously from pressed the individual elements without a continuous splitting effect.
- the other and essential part are in the Corners or breakpoints of the sheet pile profile shifts in pressure direction (shown with arrows 200) balanced.
- the printing form part 82 (in FIG. 6 center through the entire length hatching in this part is highlighted) and the Printing form part 83 (shown again individually on the right in FIG. 6) and on the left in conjunction with the other printing form parts in Top view) are with a special cant in the lock area trained so that the contact forces are sufficient to also over the projections or backs of the locks 90 that To be able to press sealing tape 1 against the sheet pile wall 30.
- a special cant in the lock area trained so that the contact forces are sufficient to also over the projections or backs of the locks 90 that To be able to press sealing tape 1 against the sheet pile wall 30.
- elongated holes 86 intended to hold fasteners such as threaded bolts.
- the printing form parts 80 to 83 consist of a pressure-stable Material, for example from a glass fiber reinforced Plastic or a metallic material.
- the surface of the shaped profile parts is 80 to 83 preferably structured in this way, for example by provision of grooves or notches that between the concrete and the shaped profile part has a capillary breaking function becomes.
- the binding section 3 of the sealing tape 1 can then omitted.
- the printing form parts 80 to 83 the Wear sealant, for example with a rubber elastic or elastomeric material to achieve the seal are coated against the sheet steel wall.
- the sealing tape 1 could be omitted.
- the distance between the individual pressure transducer devices in the longitudinal direction of the seal chosen. This distance should advantageously be chosen that along the seal as uniform as possible Pressure is applied. Length also plays a role here of the individual printing form parts.
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Composite Materials (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Building Environments (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Description
Es zeigen:
Claims (12)
- Bauteilsatz, bestehend aus mehreren Druckformteilen (15;80-83) zum kontinuierlichen lückenlosen abdichtenden Anpressen eines elastischen Dichtmittels (1) an eine Stahlspundwand (30), die aus mehreren vorgefertigten Spundwand-Stahlprofilen zusammengefügt ist, dadurch gekennzeichnet, daß die Druckformteile (15;80-83) den zahlreiche Ecken und/oder Vorsprünge aufweisenden Profileverlauf der Stahlspundwand (30) nachbilden und derart gestaltet sind, daß sich die Enden (85) der jeweils aufeinander folgenden Druckformteile (15;80-83) an den Ecken und/oder Vorsprüngen der Stahlspundwand (30) nebeneinander liegend überlappen.
- Bauteilsatz nach Anspruch 1, bestehend aus vier unterschiedlichen Arten von Einzelelementen: ein als Positiv-Profil ausgebildetes erstes Druckformteil (80) und ein als Negativ-Profil ausgebildetes zweites Druckformteil (81) sowie ein mit dem ersten Druckformteil (80) überlappbar ausgestaltetes drittes Druckformteil (82) und ein mit dem zweiten Druckformteil (81) überlappbar ausgestaltetes viertes Druckformteil (83), die zum Verbinden des ersten Druckformteils (80) mit dem zweiten Druckformteil (81) dienen und deren miteinander überlappbare Enden (85) zum Überdecken eines Schlosses (90) der Stahlspundwand (30) ausgebildet sind.
- Anordnung zum Abdichten von Bauteilanschlüssen zwischen einer Stahlspundwand (30) und einem durch Anbetonieren an die Stahlspundwand zu erstellenden Betonbauteil, enthaltend ein Dichtmittel (1), eine an der Stahlspundwand (30) anbringbare Druckgebervorrichtung (20) zum abdichtenden Anpressen des Dichtmittels (1) an die Stahlspundwand (30), und einen zwischen der Druckgebervorrichtung (20) und dem Dichtmittel (1) vorgesehenen Bauteilsatz, bestehend aus mehreren Druckformteilen (15;80-83),
dadurch gekennzeichnet,
daß der Bauteilsatz gemäß Anspruch 1 gestaltet ist. - Anordnung nach Anspruch 3, bei der das Dichtmittel (1) unter Ausbildung eines zusammenquetschbaren Polsters einen gummielastischen oder elastomären Werkstoff enthält.
- Anordnung nach Anspruch 3 oder 4, bei der das Dichtmittel (1) ein flexibles Dichtband ist.
- Anordnung nach Anspruch 5, bei der das Dichtband einen an die Stahlspundwand anzupressenden Anpressabschnitt (2) und einen in das zu erstellende Betonbauteil (40) einzubettenden Einbindeabschnitt (3) hat, wobei der Einbindeabschnitt (3) zu seiner kontinuierlichen Längenanpassung verformbar ist und vorzugsweise Wellungen (6) aufweist.
- Anordnung nach einem der Ansprüche 3 bis 6, bei der ein gummielastischer oder elastomerer Werkstoff auf den Druckformteilen (15;80-83) vorgesehen ist.
- Anordnung nach einem der Ansprüche 3 bis 7, bei der die Oberfläche der Druckformteile (15;80-83) so ausgestaltet ist, daß durch das Einbetten in den Beton des Betonbauteils (40) eine selbstdichtende Funktion gegen Feuchtigkeit erreicht wird.
- Anordnung nach einem der Ansprüche 3 bis 8, bei der die Druckgebervorrichtung (20) verspannbare oder anziehbare Bauelemente (21, 22, 23) zum Ausüben des Anpressdrucks auf das Dichtmittel (1) aufweist.
- Anordnung nach einem der Ansprüche 3 bis 9, bei der die Druckformteile (15;80-83) Langlöcher (86) zur Aufnahme von Befestigungsmitteln (22) der Druckgebervorrichtung (20) haben.
- Anordnung nach einem der Ansprüche 3 bis 10, bei der die Druckformteile (80-83) mit ihren Enden (85) formschlüssig ineinander greifen.
- Anordnung nach einem der Ansprüche 3 bis 11, bei der die Druckgebervorrichtungen (20) außerhalb der Ecken und/oder Vorsprünge der Stahlspundwand (30) anbringbar sind.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE4429593 | 1994-08-20 | ||
DE4429593A DE4429593A1 (de) | 1994-08-20 | 1994-08-20 | Anordnung und Verfahren zum Abdichten von Bauteilanschlüssen und dafür geeignetes Dichtband |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0698697A2 EP0698697A2 (de) | 1996-02-28 |
EP0698697A3 EP0698697A3 (de) | 1997-05-07 |
EP0698697B1 true EP0698697B1 (de) | 1999-12-22 |
Family
ID=6526182
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP95113083A Expired - Lifetime EP0698697B1 (de) | 1994-08-20 | 1995-08-19 | Bauteilsatz zum Anpressen eines Dichtmittels an eine Stahlspundwand und Anordnung zum Abdichten von Bauteilanschlüssen |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0698697B1 (de) |
AT (1) | ATE187996T1 (de) |
DE (2) | DE4429593A1 (de) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112523250A (zh) * | 2020-12-11 | 2021-03-19 | 中国能源建设集团江苏省电力设计院有限公司 | 一种用于储能集装箱装配式基础的防水接缝系统 |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3646720A (en) * | 1969-09-10 | 1972-03-07 | Leonard Watts | Moistureproofing process |
DE3147457A1 (de) * | 1981-12-01 | 1983-06-09 | Bentler, Heinrich, 4280 Borken | "fugenverschlussband" |
AT387054B (de) * | 1983-11-30 | 1988-11-25 | Maschf Augsburg Nuernberg Ag | Abdichtung zwischen der im wesentlichen vertikalen staumauer eines stausees und der am seegrund in deren anschlussbereich im wesentlichen horizontal verlaufenden sohl- bzw. vorbodenflaeche |
DE3924497A1 (de) * | 1989-07-25 | 1991-01-31 | Meister Winfried Fa | Fugenband mit verbesserten montageeigenschaften |
DE9000492U1 (de) * | 1990-01-18 | 1990-03-29 | Huber jun., Thomas, 8070 Ingolstadt | Vorrichtung zum Abdichten von Dehnfugen zwischen Dichtungsschichten bei Bauwerken |
DE9000493U1 (de) * | 1990-01-18 | 1990-03-29 | Huber jun., Thomas, 8070 Ingolstadt | Vorrichtung zum Abdichten von Dehnfugen zwischen angrenzenden Dichtungsschichten, insbesondere zwischen Metallplatten, bei Bauwerken |
JP2559643B2 (ja) * | 1991-02-20 | 1996-12-04 | 保啓 森 | コンクリート構造物用止水板 |
-
1994
- 1994-08-20 DE DE4429593A patent/DE4429593A1/de not_active Withdrawn
-
1995
- 1995-08-19 DE DE59507464T patent/DE59507464D1/de not_active Expired - Fee Related
- 1995-08-19 EP EP95113083A patent/EP0698697B1/de not_active Expired - Lifetime
- 1995-08-19 AT AT95113083T patent/ATE187996T1/de not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
DE4429593A1 (de) | 1996-02-22 |
DE59507464D1 (de) | 2000-01-27 |
EP0698697A3 (de) | 1997-05-07 |
EP0698697A2 (de) | 1996-02-28 |
ATE187996T1 (de) | 2000-01-15 |
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