CN1044067A - Sealing facing and implementation method thereof that masonry structure is used - Google Patents

Sealing facing and implementation method thereof that masonry structure is used Download PDF

Info

Publication number
CN1044067A
CN1044067A CN 89100279 CN89100279A CN1044067A CN 1044067 A CN1044067 A CN 1044067A CN 89100279 CN89100279 CN 89100279 CN 89100279 A CN89100279 A CN 89100279A CN 1044067 A CN1044067 A CN 1044067A
Authority
CN
China
Prior art keywords
facing
sealing
sandwich
extexine
endosexine
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.)
Pending
Application number
CN 89100279
Other languages
Chinese (zh)
Inventor
勒孔特·米歇尔
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
Priority to CN 89100279 priority Critical patent/CN1044067A/en
Publication of CN1044067A publication Critical patent/CN1044067A/en
Pending legal-status Critical Current

Links

Landscapes

  • Revetment (AREA)

Abstract

The sealing facing that the masonry structure of confession contain fluid is used and the implementation method of this facing.
The present invention relates to for holding or holding the sealing facing that a kind of masonry structure of liquid is used.
Facing has sandwich construction, it comprises and is used to be layered on an extexine (16) of being made by encapsulant that needs on the hermetically-sealed construction wall, one parallel with extexine and allow the endosexine (18) of being made by encapsulant that contacts with liquid in the structure, and a deformable that is inserted between this two top layer is sandwich, this sandwich adhesive aggregation of guaranteeing two top layers, and absorb the stress that tends to be delivered to the endosexine from extexine.

Description

Sealing facing and implementation method thereof that masonry structure is used
The present invention relates to the sealing facing that a kind of masonry structure for contain fluid uses and the implementation method of this facing.
Supply the sealing of the pond shape structure of contain fluid, because pool wall might suffer the influence from mechanics, heat, chemistry or earthquake, and the formation risk of crack is arranged, so be difficult to guarantee durable.So, in concrete wall since concrete expand, the expansion of cage of reinforcement, concrete solidification shrinkage is perhaps also because move on ground or bearing framework displacement and crackle might occur.
Up to now, the sealing of masonry structure thing is by an only top layer directly being fitted on the pool wall and guarantee.This is for example under the situation of swimming pool, generally is to adopt sealing ceramic tile veneer to cover.But in view of the ceramic tile veneer does not in fact more almost have elasticity, therefore, when bearing ftractureed, the distortion that just can not absorb bearing itself cracked to cause the ceramic tile veneer.
Another example for people build in chemical products storage bottom usually so that the chemistry of concrete product retentio basin of these chemical products occurs collecting under the seepage situation at storage.Usually, sealed, be covered with in the inside in pond and for example be the fibrage of fiberglass packing, and make by means of resin and to carry out adhesive aggregation between the fibrage for making these concrete retentio basins.Yet so a kind of facing is a rigidity or semirigid, and if a large amount of tensile stresss or flexural stress be applied on the pool wall, just might crack.On the contrary, a kind of pliable and tough facing of chemically-resistant can cause degenerating of sealing.At that time, contaminated liquid then permeate by facing crackle then concrete may soak into the liquid of this pollution.Usually must carry out a large amount of work to remedy the shortcoming that causes therefrom.But, although people adopt various preventive action commonly, always in concrete, exist the vestige of polluted product.Thereby form the boundary material between product rise and etch novel sealing facing and the masonry.
The present invention makes every effort to remedy this shortcoming from the notion of principle, and this notion is to make bearing and sealing facing to break away from.
According to facing of the present invention, it is characterized in that it has sandwich, comprise an extexine of making by encapsulant that is used to be coated on the works wall to be sealed, parallel with extexine and allow with works in the contacted endosexine of making of liquid that holds by encapsulant, and of being placed between two top layers is deformable sandwich, and this is sandwich guarantees the adhesive aggregation on two top layers and absorb to tend to the stress that tradition is delivered to the endosexine by extexine.
Therefore, when having crackle to form on the works wall, elongation stress then is applied on the external seal top layer.These elongation stresses are by the sandwich compressive stress that is applied on the endosexine that is transformed into of deformable.Cause thus, even the extexine that contacts with the works wall has produced crackle, the endosexine can not suffer any damage.
Can realize double seal according to facing of the present invention: first sealant is realized on the works wall, say generally and that if during the not a large amount of change of the size of wall, sealing is enough fully, and second sealant contacts with liquid, constitutes the bearing surface of a low shear stress.
Extexine is to adopt the resin of wrapping up in than short fiber (for example making the 5-6 centimeter length fiber of fiberglass packing) to realize.
For the endosexine, it is by one deck of resin impregnation or which floor natural or synthetic continuous fibre, such as fabrics such as serge type, taffeta types, and realize.Because the length of fiber is long, can guarantee the good transfer of stress, the absorption mechanical stress that these fibers can be preferable.
The endosexine is advantageously covered by a cover that strengthens with short fiber, thereby has constituted sealing barrier.Ratio as fiber in the cover changes by the volume ratio between about 20-40%.In fact, the influence of cover may be interpreted as when being wrapped with the resin polymerization of fiber, resin stands to shrink and produced many small channel on the surface, top layer that contacts with matrix, if on the endosexine, do not cover cover, contraction by resin in the time of just might working as resin crosslinks causes forming long little raceway groove, and consequently the endosexine has seal defect.Because cover contains short fiber, thereby formed the little raceway groove of the capillary weak point of restriction.
Facing is sandwich can be made up of the honeycomb structure that for example is made of polypropylene, and it has repellence for the extruding force that is orientated by honeycomb shaft, but is deformable for the parallel shear stress that puts on two top layers.
Facing can be at the scene with extexine by spraying or coating be deposited on the works wall, then, the sandwich of an ojosa of fitting, and deposition endosexine and cover and realize, but also can realize by the assembling on the spot of the prefabricated panelling that is about to use.
Other advantages of the present invention and feature can contrast accompanying drawing and read the description of the following specific embodiment and understand it, wherein:
Fig. 1 is a coagulation upper storage reservoir sectional view of spreading the facing plate according to the present invention;
Fig. 2 is the larger proportion chi view of the A part of Fig. 1, and;
Fig. 3 is the part of facing plate and the phantom drawing of representing the broken section of cellular type core.
Pond shown on Fig. 1 10 fills or is used to hold arbitrary liquid such as water or liquid carbon oxygen fuel.Pool wall is covered by thick layer of concrete 12, when this layer of concrete 12 any crackle do not occur, just can guarantee the excellent sealing of this layer of concrete.But as described above, crackle can be owing to the rising thereby occur of many types, and liquid can pass crackle and infiltrate in the concrete.Up to now, people attempt to correct this shortcoming and the sealing facing that uses still has limited usefulness, because finally still crack.
According to the present invention, the inwall in pond 10 is covered by sealing panelling 14 as shown in Figures 2 and 3.This panelling has sandwich construction and has the inner and endosexine 18 parallel with extexine of 16, one turn pool in external seal top layer that is fitted on the concrete wall, and has a deformable that is connected with two top layers sandwich between two top layers.
Endosexine 16 can contact merely with concrete wall, but also can closely stick on the concrete wall.It is to realize by the resin of the short fiber that is wrapped with the 5-6 centimeter length (for example making fiberglass packing).This resin can be polyester-type or epoxy type, polyurethane-type or phenol aldehyde type, under pure state, use or be filled with under all kinds reinforcing material state and use, for example adopt be short fiber shape, sheet or granular glass, carbon or " KEVLAR(Kevlar; Fanglun 1414; also claim fiber B, merchant's name, US-built-annotation of translation) etc. reinforcing material.
Endosexine 18 can by be rolled in extexine be that the netted structure of long fibre in the resin of same type or non-same type is formed.As long fibre, people use for example fabric of glass rove type, serge type or taffeta type etc.Extexine itself also can be covered by the cover 22 with short fiber (for example making fiberglass packing) resin, and this cover is intended for sealing barrier as mentioned above.
Panelling sandwich 20 has a kind of honeycomb structure of variable thickness, is for example made by polypropylene, and its advantage is a stay-in-grade, because it can not corroded by chemical agent, thereby can avoid capillary rising phenomenon.But special owing to sandwichly have a deformability, and can guarantee separating of endosexine 18,22 and extexine 16 by the elongation stress that absorbs described wall, thus separate with concrete wall.
Facing can be at the scene by resin and glass fiber bed course being sprayed or being coated on the concrete structure wall, then, place the sandwich of an ojosa, then, by injection or coating and applying resin bed and long fibre layer are last, the injection of carrying out cover is achieved.The number of long fibre and short fiber layers is to change along with required mechanical strength.
Facing also can be realized by means of prefabricated panelling, is delivered for use by factory, therefore only needs assembling on the spot.
Self-evident, the present invention not only is confined to concrete works, and it also is applicable to the surface (for example gypsum, surface of clay etc.) that might form crackle and need not change.

Claims (8)

1, is used for the bricklaying engineering to hold or the sealing facing of receiving fluids, it is characterized in that it has a sandwich, comprise an extexine (16) of making by encapsulant that is used to be coated on the inner structural wall to be sealed (12), one parallel with extexine and allow with structure in contain the contacted endosexine of making of liquid (18) by encapsulant, and be inserted in one deformable sandwich (20) between two top layers, this sandwich adhesive aggregation of guaranteeing two top layers, and absorb the stress that tends to be delivered to the endosexine from extexine.
2,, it is characterized in that (for example: realize than short fiber by the resin fiber of making fiberglass packing) by being wrapped with for extexine (16) according to the sealing facing of claim 1.
3, according to the sealing facing of claim 1, it is characterized in that endosexine (18) is to use one deck or which floor the natural or synthetic long fibre by resin impregnation, for example the fabric of serge type, taffeta type or rove type is realized.
4,, it is characterized in that endosexine (18) advantageously covers cover (22) that last layer strengthens with short fiber to constitute a sealing barrier according to the sealing facing of claim 3.
5, according to the facing of one of claim 1-4, it is characterized in that resin can be the resin of polyester-type or epoxy type, polyurethane-type or phenol aldehyde type, under pure state, use or under filling all kinds reinforcing material state, use, for example adopt be short fiber shape, sheet or granular glass, carbon or " KEVLAR(Kevlar; Fanglun 1414; also claim fiber B, merchant's name, the U.S.-annotation of translation) etc. reinforcing material.
6,, it is characterized in that sandwich (20) of facing can be made up of pliable and tough (for example polypropylene is made) honeycomb structure according to the sealing facing of claim 1.
7, according to the facing implementation method of one of claim 1-6, it is characterized in that the method is deposited on extexine on the structural walls by spraying or being coated with, the pliable and tough sandwich of ojosa is fixed on the described top layer, and by spray or coating earlier with behind the endosexine cover is fitted in sandwich on.
8, according to the facing implementation method of one of claim 1-6, it is characterized in that the method comprises to utilize the facing be prefabricated panelling shape, be delivered for use by factory and prefabricated panelling assembled on the spot be fitted on the works wall, thereby sealing is provided.
CN 89100279 1989-01-13 1989-01-13 Sealing facing and implementation method thereof that masonry structure is used Pending CN1044067A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 89100279 CN1044067A (en) 1989-01-13 1989-01-13 Sealing facing and implementation method thereof that masonry structure is used

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 89100279 CN1044067A (en) 1989-01-13 1989-01-13 Sealing facing and implementation method thereof that masonry structure is used

Publications (1)

Publication Number Publication Date
CN1044067A true CN1044067A (en) 1990-07-25

Family

ID=4853781

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 89100279 Pending CN1044067A (en) 1989-01-13 1989-01-13 Sealing facing and implementation method thereof that masonry structure is used

Country Status (1)

Country Link
CN (1) CN1044067A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102439667A (en) * 2009-05-21 2012-05-02 西屋电气有限责任公司 Expansion gap radiation shield
CN103112202A (en) * 2013-03-07 2013-05-22 辽阳艺蒙织毯有限公司 Honeycomb core board
CN103112203A (en) * 2013-03-07 2013-05-22 辽阳艺蒙织毯有限公司 Honeycomb core board
CN103882836A (en) * 2014-03-02 2014-06-25 山东交通学院 Method and filling device for controlling sluice pier cracks

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102439667A (en) * 2009-05-21 2012-05-02 西屋电气有限责任公司 Expansion gap radiation shield
CN102439667B (en) * 2009-05-21 2015-01-21 西屋电气有限责任公司 Radiation shield body installed in variable expansion gap radiation shield and power generating euqipment
US9466399B2 (en) 2009-05-21 2016-10-11 Westinghouse Electric Company Llc Expansion gap radiation shield
CN103112202A (en) * 2013-03-07 2013-05-22 辽阳艺蒙织毯有限公司 Honeycomb core board
CN103112203A (en) * 2013-03-07 2013-05-22 辽阳艺蒙织毯有限公司 Honeycomb core board
CN103112202B (en) * 2013-03-07 2016-04-13 辽阳艺蒙织毯有限公司 Cellular board
CN103112203B (en) * 2013-03-07 2016-04-13 辽阳艺蒙织毯有限公司 A kind of cellular board
CN103882836A (en) * 2014-03-02 2014-06-25 山东交通学院 Method and filling device for controlling sluice pier cracks
CN103882836B (en) * 2014-03-02 2016-02-10 山东交通学院 A kind of method and filling device controlling Sluice Pier crack

Similar Documents

Publication Publication Date Title
EP0786330A3 (en) Low-weight and water-resistant honeycomb sandwich panels made by resin transfer molding process
KR20050049458A (en) The repairing method of crack in structure
CA2187037A1 (en) Polymeric waterproofing membrane
ATE202191T1 (en) COMPOSITE STRUCTURES WITH HIGH PRESSURE RESISTANCE
CN212583329U (en) Reinforced cracking raw bamboo
CN1044067A (en) Sealing facing and implementation method thereof that masonry structure is used
DE1289071B (en) Container for storing low-boiling liquefied gases
EP0014491A1 (en) Double walled container protected against ignition and corrosion and method of making same
DE3228383A1 (en) STORAGE POOL
KR100301693B1 (en) Injection concrete type for underground wall
CN2732877Y (en) Aeroconcrete self-thermal-insulation wall
KR100492863B1 (en) Manufacturing method fiber board, using bio ceramic powder
US11007755B2 (en) Self-repairing and self-sealing waterproof membrane, for insulating built structures subjected to hydrostatic pressure
RU2118425C1 (en) Non-wettable protective layer and method of its making
DE2352843A1 (en) Multi-layer lightweight part-concrete building panel - with outer layers of tensile-stress-absorbing material fresh bonded in successive stages
CN217439327U (en) Waterproof sealing device of assembled building
EP1812652A1 (en) Layer structure
CN2515243Y (en) Reinforced plastic weeper drain
RU2807697C1 (en) Composite frame material and drainage container with its application
FR2597523A1 (en) STRENGTHENED CONSTRUCTION WORK RELATING TO HYDROSTATIC PRESSURE AND METHOD FOR MANUFACTURING THE SAME
KR102632096B1 (en) Waterproof complex sheet and construction method using the same
KR100434820B1 (en) Rigid reinforcement of structures combined with reinforced resin fibers
CN216378152U (en) Fermentation tank
CN213951989U (en) Novel reinforced pier
SU1696810A1 (en) Reinforced concrete pressure pipe

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C01 Deemed withdrawal of patent application (patent law 1993)
WD01 Invention patent application deemed withdrawn after publication