CN105951680A - Replaceable surface layer combined sealing structure for concrete structural joint - Google Patents
Replaceable surface layer combined sealing structure for concrete structural joint Download PDFInfo
- Publication number
- CN105951680A CN105951680A CN201610447117.3A CN201610447117A CN105951680A CN 105951680 A CN105951680 A CN 105951680A CN 201610447117 A CN201610447117 A CN 201610447117A CN 105951680 A CN105951680 A CN 105951680A
- Authority
- CN
- China
- Prior art keywords
- sealing
- shaped rubber
- structural
- water
- joint
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/16—Sealings or joints
-
- 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
- E02D29/16—Arrangement or construction of joints in foundation structures
-
- 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
- E04B1/6806—Waterstops
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2450/00—Gaskets
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Architecture (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Physics & Mathematics (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Electromagnetism (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Building Environments (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a replaceable surface layer combined sealing structure for a concrete structural joint. Grooves are formed or reserved in the two sides of the position of a structural open joint of a concrete surface, and sealing grooves are formed. U-shaped rubber sealing bands are bonded to the bottoms of the sealing grooves through a binding agent. Two sealing pressing plates which are located on the two sides of the structural open joint and parallel to the structural open joint are fixed through a plurality of sets of stainless steel bolts. The U-shaped rubber sealing bands are pressed on the surfaces of the bottoms of the sealing grooves, the protruding U-shaped portions of the U-shaped rubber sealing bands are inserted into the structural open joint, sealant is injected into the positions between a joint separating material in the structural open joint and the protruding U-shaped portions, and the upper portions of the U-shaped rubber sealing bands are filled with elastic materials, so that the sealing grooves are filled and leveled up; and the surfaces of the filled sealing grooves are coated with elastic waterproof coatings, and the elastic waterproof coatings span the whole sealing grooves to be bonded with concrete structures on the surface layers of the two sides. The replaceable surface layer combined sealing structure can be widely applied to sealing of newly-built concrete structure open joints and new and old concrete joint part structure joints, sealing transformation of old concrete structure open joints and other places with anti-seepage requirements.
Description
Technical field
The present invention relates to a kind of structural joint water sealing structure, a kind of for xoncrete structure seam can be more
The skin combined water sealing structure changed.
Background technology
Embedding or the top layer veneer sealing pattern that existing concrete structural joint is conventional, is respectively provided with certain limitation
Property, as concrete thickness is required higher by embed-type waterstop, it is unfavorable for the application of thin-wall construction, and buries
Easily conflict with structure cloth muscle when putting, can not change again after application；Veneer sealing often bonding strength, anti-
Water effect, durability and adaptive deformation ability are poor.
Summary of the invention
The technical problem to be solved is to provide a kind of good water-proof effect, replaceable, adaptation change
Shape ability affect by force and not structure cloth muscle or lay prestressed strand for xoncrete structure seam replaceable
Skin combined water sealing structure.
In order to solve above-mentioned technical problem, the technical solution used in the present invention is: a kind of for concrete knot
The removable skin combined water sealing structure of structure seam, slots in the both sides, structural jointing position of concrete surface
Or preformed groove, forming water stopping trough, every side channel wide 20～25cm, groove depth 4～5cm, U-shaped rubber fastening band leads to
Cross binding agent and be bonded at the bottom of water stopping trough, and be positioned at structural jointing both sides by many group stainless steel bolts are fixing
Two the sealing pressing plates parallel with structural jointing, are pressed on the bottom table of water stopping trough by U-shaped rubber fastening band
On face, in the U-shaped portion position insert structure parting that U-shaped rubber fastening band is protruding, in structural jointing every
2～4cm thick fluid sealants are injected, on U-shaped rubber fastening band between seam material and the U-shaped portion position of projection
Elastomeric material is filled in portion, is filled and led up by water stopping trough, the water stopping trough external coating elastic water-proof coating after filling and leading up,
Elastic water-proof coating strides across the xoncrete structure bonding of whole water stopping trough and top layer, both sides, and both sides respectively overlap width
8-12cm。
One layer of tire base grid cloth is added bottom elastic water-proof coating.
Described elastomeric material is elastic mortar or rubber powder.
Described stainless steel bolt uses pre-buried pattern or implants pattern, and the diameter of bolt, length, spacing can be really
Protect sealing pressing plate, the effective of U-shaped rubber fastening band fixes.
Described fluid sealant uses polysulfide sealant.
Described U-shaped rubber water-proof tape thickness 6～10mm, bond the every side of width 15～20cm, and sealing pressing plate uses
Plastic-steel or stainless steel, and corresponding stainless steel bolt stayed preformed hole, sealing pressing plate wide 5～8cm, thickness
6～10mm.
Described elastic water-proof coating layer thickness be not less than 1.5mm, hot strength >=10MPa, elongation at break >=
350%, 2.0MPa≤100% stretch modulus≤6.0MPa, 0.4Mpa/2h are waterproof, strong with base adhesive
Degree: be dried basal plane >=2.0MPa, moisture substrate >=1.6MPa.
The invention has the beneficial effects as follows: by reasonable combination, solve the deficiency of existing sealing pattern, have
With xoncrete structure bonding strength height, good water-proof effect, replaceable, adaptive deformation ability by force and not shadow knot
The features such as structure cloth muscle, can be widely applied to the newly-built xoncrete structure parting sealing of antiseepage requirement, the old and new
Concrete joint portion structural joint sealing, old concrete structural jointing sealing transformation etc..
Accompanying drawing explanation
Fig. 1 is the signal of the removable skin combined water sealing structure that the present invention stitches for xoncrete structure
Figure.
Detailed description of the invention
As it is shown in figure 1, the removable skin combined water sealing structure for xoncrete structure seam of the present invention,
At the both sides, structural jointing 3 position of concrete surface fluting or preformed groove, form water stopping trough, every side channel width
20～25cm, groove depth 4～5cm, U-shaped rubber fastening band 1 is bonded at the bottom of water stopping trough by binding agent, and
It is positioned at two sealings that structural jointing 3 both sides are parallel with structural jointing by many group stainless steel bolts 6 are fixing
Pressing plate 5, is pressed on U-shaped rubber fastening band 1 in the lower surface of water stopping trough, U-shaped rubber fastening band 1
In protruding U-shaped portion position 2 insert structure parting 3, the space material 7 in structural jointing and projection
Inject 2～4cm thick fluid sealants 4 between U-shaped portion position 2, fill bullet on U-shaped rubber fastening band 1 top
Property material 9, water stopping trough is filled and led up, the water stopping trough external coating elastic water-proof coating 8 after filling and leading up, elastic
Waterproof coating 8 strides across the xoncrete structure bonding of whole water stopping trough and top layer, both sides, and both sides respectively overlap width
8-12cm。
One layer of tire base grid cloth is added bottom elastic water-proof coating 8.
Described elastomeric material 9 is elastic mortar or rubber powder.
Described stainless steel bolt 6 uses pre-buried pattern or implants pattern, the diameter of bolt, length, spacing energy
Guarantee that sealing pressing plate, the effective of U-shaped rubber fastening band fix.
Described fluid sealant 4 uses polysulfide sealant.
Described U-shaped rubber fastening band 1 thick 6～10mm, bond the every side of width 15～20cm, sealing pressing plate 5
Using plastic-steel or stainless steel, and corresponding stainless steel bolt has stayed preformed hole, sealing pressing plate 5 is wide
5～8cm, thick 6～10mm.
Described elastic water-proof coating 8 thickness is not less than 1.5mm, hot strength >=10MPa, elongation at break
>=350%, 2.0MPa≤100% stretch modulus≤6.0MPa, 0.4Mpa/2h are waterproof, with base adhesive
Intensity: be dried basal plane >=2.0MPa, moisture substrate >=1.6MPa.
The present invention is by using the measures such as fluid sealant, U-shaped rubber fastening band, elastic water-proof coating, it is achieved
Multilayer flashing, therefore good water-proof effect.By waterstop " U " position is arranged at structural jointing, and
Use the measures such as fluid sealant and elastic water-proof coating that tensile elasticity amount is bigger issuable with commensurate structure
Moderate finite deformation.Sealing is guaranteed by measures such as binding agent, sealing pressing plate, stainless steel bolt, elastic mortars
With xoncrete structure laminating closely, be connected firmly, replaceable.By main waterproof measure is arranged in knot
Structure top layer, pitch of bolts is adjustable measure of Denging, it is to avoid conflict with new, old concrete structure reinforcing bars.
Work progress is as follows:
1, pre-buried or implant stainless steel bolt, as use pre-buried time can use band steel position fix, spiral shell
Bolt diameter is generally 10～14mm, single is about 10cm, and wherein embedment deep about 6～7cm, pitch of bolts can
Suitably adjust, typically about 20cm.
2, at both sides, structural jointing position fluting or preformed groove, groove width determines according to adhesion strength conditions of demand,
General every side 20～25cm, groove depth determines generally 4～5cm according to protective layer situation.Glue with U-shaped waterstop
The concrete surface of knot should be clean, smooth, must not have laitance coating, bulge, loosen stone, greasy dirt etc..
3, injecting fluid sealant in structural jointing waterstop bottom, fluid sealant should be cleared up dry with concrete binding face
Only, fluid sealant thickness is generally 2～4cm.
4, at concrete surface brushing binding agent, with the sealing platen presses U-shaped rubber fastening band of bonding.Only
Water tape thickness 6～10mm, bond the every side of width 15～20cm.Sealing pressing plate can use plastic-steel or stainless steel,
And corresponding anchor bolt has stayed preformed hole, platen width, thickness according to pitch of bolts, waterstop thickness,
Bonding strength requirement etc. determines, the widest about 5～8cm, thick 6～10mm.After installing sealing pressing plate, use
Rustless steel nut fastens.
5, elastic mortar or rubber powder are filled on waterstop top, such as the multi-functional rubber powder of acrylamide sand grout or reinforcement,
It is answered dabbing with concrete joint portion and rinses well.
6, after the Cement Mortar Used in Capital phase, in its top brushing elastic water-proof coating, as used polyureas, TB-B
Water conservancy project high-performance coatings etc., when requiring higher to hot strength, can add one layer of tire base net bottom coating
Ge Bu.Coating should stride across whole water stopping trough and both sides xoncrete structure bonding, and both sides respectively overlap width about 10cm.
7, during this type sealing longtime running, may be by aging, heat radiation, coating punching mill, the excessive change of structure
The impact of the factor such as shape causes waterproof coating damaged or U-shaped waterstop fracture.Only during waterproof coating breakage, can
First former coating is struck off, mortar surface polishing is rinsed well, be the most again coated with by original design requirement and refresh
Coating.For the fracture of U-shaped waterstop or because replacing when material property degradation cannot be continuing with walks
Suddenly can " 4～7 " takes instead, forward process is replaced by above, i.e. strike off top coat → cut sand
The damaged waterstop of slurry/rubber powder → removal bolt and pressing plate → dismounting and clear up surface → smear adhesive → by
New U-shaped waterstop → installation pressing plate and bolt → fill mortar/glue are pasted in life size and prepared screw-bolt hole position
Powder → brushing new coating.
The present invention applies at concrete surface layer, waterproof requirement is high, adaptive deformation ability is strong, longtime running can
At xoncrete structure parting when replacing etc. requires.
Embodiment described above is merely to illustrate technological thought and the feature of the present invention, its object is to make
Those skilled in the art are it will be appreciated that present disclosure implementing according to this, it is impossible to only with the present embodiment
Limiting the scope of the claims of the present invention, what the most all disclosed spirit was made changes on an equal basis or modifies,
Still fall in the scope of the claims of the present invention.
Claims (7)
1. the removable skin combined water sealing structure for xoncrete structure seam, it is characterised in that
At structural jointing (3) both sides, position of concrete surface fluting or preformed groove, form water stopping trough, every side channel
Wide 20～25cm, groove depth 4～5cm, U-shaped rubber fastening band (1) is bonded at the bottom of water stopping trough by binding agent,
And by organize more stainless steel bolt (6) fixing be positioned at that structural jointing (3) both sides are parallel with structural jointing two
Bar sealing pressing plate (5), is pressed on U-shaped rubber fastening band (1) in the lower surface of water stopping trough, U-shaped
In U-shaped portion position (2) the insert structure parting (3) that rubber fastening band (1) is protruding, in structural jointing
Space material (7) and protruding U-shaped portion position (2) between inject 2～4cm thick fluid sealants (4),
Elastomeric material (9) is filled on U-shaped rubber fastening band (1) top, is filled and led up by water stopping trough, stopping after filling and leading up
Flume surface brushing elastic water-proof coating (8), elastic water-proof coating (8) strides across whole water stopping trough and both sides
The xoncrete structure bonding on top layer, both sides respectively overlap wide 8-12cm.
Removable skin combined sealing knot for xoncrete structure seam the most according to claim 1
Structure, it is characterised in that add one layer of tire base grid cloth in elastic water-proof coating (8) bottom.
Removable skin combined sealing knot for xoncrete structure seam the most according to claim 1
Structure, it is characterised in that described elastomeric material (9) is elastic mortar or rubber powder.
Removable skin combined sealing knot for xoncrete structure seam the most according to claim 1
Structure, it is characterised in that described stainless steel bolt (6) uses pre-buried pattern or implants pattern, the diameter of bolt,
Length, spacing can ensure that sealing pressing plate, the effective of U-shaped rubber fastening band fix.
Removable skin combined sealing knot for xoncrete structure seam the most according to claim 1
Structure, it is characterised in that described fluid sealant (4) uses polysulfide sealant.
Removable skin combined sealing knot for xoncrete structure seam the most according to claim 1
Structure, it is characterised in that described U-shaped rubber fastening band (1) thick 6～10mm, bond the every side of width 15～20cm,
Sealing pressing plate (5) uses plastic-steel or stainless steel, and corresponding stainless steel bolt has stayed preformed hole, sealing
Pressing plate (5) wide 5～8cm, thickness 6～10mm.
Removable skin combined sealing knot for xoncrete structure seam the most according to claim 1
Structure, it is characterised in that described elastic water-proof coating (8) thickness is not less than 1.5mm, hot strength >=10MPa,
Elongation at break >=350%, 2.0MPa≤100% stretch modulus≤6.0MPa, 0.4Mpa/2h is waterproof, with
Base adhesive intensity: be dried basal plane >=2.0MPa, moisture substrate >=1.6MPa.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610447117.3A CN105951680A (en) | 2016-06-17 | 2016-06-17 | Replaceable surface layer combined sealing structure for concrete structural joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610447117.3A CN105951680A (en) | 2016-06-17 | 2016-06-17 | Replaceable surface layer combined sealing structure for concrete structural joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105951680A true CN105951680A (en) | 2016-09-21 |
Family
ID=56905994
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610447117.3A Pending CN105951680A (en) | 2016-06-17 | 2016-06-17 | Replaceable surface layer combined sealing structure for concrete structural joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105951680A (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057057A (en) * | 2018-08-17 | 2018-12-21 | 庐江荣睿建设工程有限公司 | A kind of concrete wall Case Study on Construction Joint Water-proofing |
| CN109339102A (en) * | 2018-11-22 | 2019-02-15 | 湖南中建管廊运营有限公司 | Feed inlet structure, opening and the system and application method that block feed inlet structure |
| CN111364629A (en) * | 2020-03-20 | 2020-07-03 | 中交第三航务工程局有限公司 | Water stopping process for construction joint |
| CN113216270A (en) * | 2021-06-01 | 2021-08-06 | 深圳市市政设计研究院有限公司 | Structure joint waterproof structure, waterproof wall and construction method of waterproof wall |
| CN113356142A (en) * | 2021-06-17 | 2021-09-07 | 浙江华东工程咨询有限公司 | Sealing treatment process suitable for cracks on upstream face of underwater dam body |
| CN114541331A (en) * | 2022-01-29 | 2022-05-27 | 中国葛洲坝集团第二工程有限公司 | Copper sheet water stop construction method |
| CN116024937A (en) * | 2023-02-14 | 2023-04-28 | 中国电建集团西北勘测设计研究院有限公司 | Vertical joint structure of concrete panel dam |
| CN116695642A (en) * | 2023-08-07 | 2023-09-05 | 四川水发勘测设计研究有限公司 | Gate dam bottom plate split head crack treatment method and structure suitable for high water head |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4001278A1 (en) * | 1990-01-18 | 1991-07-25 | Huber Thomas Jun | Additional U-profile clamps engaging plastic sealing strips - which span expansion seams in base structure for special waste tip |
| JP2000248530A (en) * | 1999-03-01 | 2000-09-12 | Cti Engineering Co Ltd | Joint structure for culvert |
| CN103669292A (en) * | 2013-12-24 | 2014-03-26 | 河南省水利勘测设计研究有限公司 | Concrete joint water stop structure and construction method thereof |
| CN203821313U (en) * | 2014-05-09 | 2014-09-10 | 河北省水利水电第二勘测设计研究院 | Water stop device with replaceable aqueduct expansion joints |
| CN204551382U (en) * | 2015-04-16 | 2015-08-12 | 长江勘测规划设计研究有限责任公司 | Sticky pressure type aqueduct water-stopping structure |
| CN205934852U (en) * | 2016-06-17 | 2017-02-08 | 中水北方勘测设计研究有限责任公司 | A top layer combination stagnant water structure for it is removable that concrete structure stitches |
-
2016
- 2016-06-17 CN CN201610447117.3A patent/CN105951680A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4001278A1 (en) * | 1990-01-18 | 1991-07-25 | Huber Thomas Jun | Additional U-profile clamps engaging plastic sealing strips - which span expansion seams in base structure for special waste tip |
| JP2000248530A (en) * | 1999-03-01 | 2000-09-12 | Cti Engineering Co Ltd | Joint structure for culvert |
| CN103669292A (en) * | 2013-12-24 | 2014-03-26 | 河南省水利勘测设计研究有限公司 | Concrete joint water stop structure and construction method thereof |
| CN203821313U (en) * | 2014-05-09 | 2014-09-10 | 河北省水利水电第二勘测设计研究院 | Water stop device with replaceable aqueduct expansion joints |
| CN204551382U (en) * | 2015-04-16 | 2015-08-12 | 长江勘测规划设计研究有限责任公司 | Sticky pressure type aqueduct water-stopping structure |
| CN205934852U (en) * | 2016-06-17 | 2017-02-08 | 中水北方勘测设计研究有限责任公司 | A top layer combination stagnant water structure for it is removable that concrete structure stitches |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057057A (en) * | 2018-08-17 | 2018-12-21 | 庐江荣睿建设工程有限公司 | A kind of concrete wall Case Study on Construction Joint Water-proofing |
| CN109339102A (en) * | 2018-11-22 | 2019-02-15 | 湖南中建管廊运营有限公司 | Feed inlet structure, opening and the system and application method that block feed inlet structure |
| CN111364629A (en) * | 2020-03-20 | 2020-07-03 | 中交第三航务工程局有限公司 | Water stopping process for construction joint |
| CN113216270A (en) * | 2021-06-01 | 2021-08-06 | 深圳市市政设计研究院有限公司 | Structure joint waterproof structure, waterproof wall and construction method of waterproof wall |
| CN113356142A (en) * | 2021-06-17 | 2021-09-07 | 浙江华东工程咨询有限公司 | Sealing treatment process suitable for cracks on upstream face of underwater dam body |
| CN114541331A (en) * | 2022-01-29 | 2022-05-27 | 中国葛洲坝集团第二工程有限公司 | Copper sheet water stop construction method |
| CN116024937A (en) * | 2023-02-14 | 2023-04-28 | 中国电建集团西北勘测设计研究院有限公司 | Vertical joint structure of concrete panel dam |
| CN116695642A (en) * | 2023-08-07 | 2023-09-05 | 四川水发勘测设计研究有限公司 | Gate dam bottom plate split head crack treatment method and structure suitable for high water head |
| CN116695642B (en) * | 2023-08-07 | 2023-10-20 | 四川水发勘测设计研究有限公司 | Gate dam bottom plate split head crack treatment method and structure suitable for high water head |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105951680A (en) | Replaceable surface layer combined sealing structure for concrete structural joint | |
| CN201738226U (en) | Railway box girder assembled and cemented by precast segments | |
| CN102094464B (en) | Pressure stress water-stopping plate | |
| EP3486403A1 (en) | Concrete structure using reinforcing panel including embedded reinforcing grid and method of repairing and reinforcing the same | |
| CN103669292A (en) | Concrete joint water stop structure and construction method thereof | |
| CN108412222A (en) | A kind of construction leakage internal maintenance waterproof layer structure and construction technology | |
| CN204551382U (en) | Sticky pressure type aqueduct water-stopping structure | |
| CN1265069C (en) | Composite panel for repairing reinforcing con'c body and method of using the same | |
| CN205934852U (en) | A top layer combination stagnant water structure for it is removable that concrete structure stitches | |
| CA3064261C (en) | Uncoupling mat | |
| AU2016282187A1 (en) | Device for smoothing and/or floating | |
| CN102667030A (en) | Shuttering element with edge protection and method for the manufacture thereof | |
| CN203684167U (en) | Concrete joint waterstop device | |
| CN1811087A (en) | Inner deposited and outer hung heat insulating coating for wall and its making process | |
| CN109278181A (en) | Stone material back-hand craft | |
| JP5798877B2 (en) | Electrical protection method for bridge girder edge | |
| KR101472524B1 (en) | Repairig cracks in concrete structures and waterproofing method for exterior wall | |
| CN206800646U (en) | A kind of post stretching bonded prestress indent sealing off and covering anchorage built-in fitting | |
| CN107905551B (en) | Construction method for wall reinforcing structure | |
| CN202299472U (en) | Reinforcing structure for reinforcing concrete beam by pre-stressed carbon fibre plate | |
| CN105155471A (en) | Water stopping method applied to joint of hydropower station and water stopping structure thereof | |
| CN203145061U (en) | Compound-type water-proof structure of winter construction pile head | |
| KR101551747B1 (en) | Expansion joint MMA resin mortar and expansion joint construction method | |
| JP2010196345A (en) | Bamboo-reinforced concrete secondary molded product, and method for molding the concrete secondary molded product | |
| CN103643804A (en) | Corroded reinforced concrete beam repairing and strengthening method based on arch effect |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160921 |