CN104863090A - Flexible Joint Member And Expandable Joint For Concrete Structure - Google Patents
Flexible Joint Member And Expandable Joint For Concrete Structure Download PDFInfo
- Publication number
- CN104863090A CN104863090A CN201410353192.4A CN201410353192A CN104863090A CN 104863090 A CN104863090 A CN 104863090A CN 201410353192 A CN201410353192 A CN 201410353192A CN 104863090 A CN104863090 A CN 104863090A
- Authority
- CN
- China
- Prior art keywords
- concrete structure
- flexible joint
- joint parts
- folding
- seam
- 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.)
- Granted
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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
- 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
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
-
- 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
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Building Environments (AREA)
- Lining And Supports For Tunnels (AREA)
- Sewage (AREA)
Abstract
The present invention provides a flexible joint member which can be formed into a desired shape in a manner of absorbing the pressure born by a joint part and an expandable joint for a concrete structure. The flexible joint member (1) is made of a flexible material spanning a joint part (3) between the concrete structures (2, 2), and is characterized by comprising pressing parts (4) located at the two sides and pressing the concrete structures (2, 2); a folding part (5) located between the pressing parts (4) at the two sides, folded in a manner of absorbing the pressure born by a joint part, and possessing folding processing part (7) for processing to enable the folding to become easy.
Description
Technical field
The present invention relates to the flexible joint parts for concrete structure expansion joint, the flexible joint parts that the flexible material particularly arranged by the seam of crossing between concrete structure is formed.
Background technology
In the seam of the attachment of the closed conduit that the underground such as water channel and public ditch as the concrete structure constructed with concrete is constructed etc., carry out inside and outside sealing.In this case, due to the impact of the concrete structure uneven subsidence of both sides or earthquake etc., the interval between the both sides concrete structure of clamping seam can offset, in order to allow that these offsets, and the expansion joint of employing concrete structure.Such as, as this concrete structure expansion joint, known patent document 1.In concrete structure expansion joint, use the flexible joint parts that the flexible material arranged by the seam of crossing between concrete structure is formed.
Generally speaking, flexible joint parts comprise press section and folding part, and described press section presses on described concrete structure in both sides, the mode of the pressure that described folding part is born from seam with Absorbable rod fold be disposed in both sides press section between.
Usually, folding part is such as bent to form in corrugated.The folding part 25 be bent to form in corrugated and the protection rubber 26 be disposed on this folding part 25 have been shown in Fig. 6.The pressure born from seam is undertaken extending by folding part 25 and is absorbed.The pressure born correspondingly increases when increasing at the interval of seam.When to the seam application examples of one fixed width size as undulatory kink time, in order to larger pressure can be absorbed, the flexible joint parts expanded are needed to form larger space, therefore, consider to make the bending quantity of ripple fix and improve kink height, or keep kink height fix and increase the bending quantity of ripple, increase the physical length of folding part thus.
Prior art document
Patent document
Patent document 1: Japanese Patent Laid-Open 2010-150807 publication
But when improving kink height when making the bending quantity of ripple fix, there is following problem: the height at ripple peak increases, need to make to carry out shaping die device to corrugated kink and become large, therefore the price of die device improves.In addition, when increasing the bending quantity of ripple when keeping kink height to fix, there is following problem: the bending interval of ripple reduces, flexible material at right angles to sharply bends, and can not make flexible material bending forming safely thus.No matter be any situation, make flexible joint parts have undulatory kink and all there is limit.
Summary of the invention
Therefore, the present invention solves above-mentioned prior art Problems existing, and it provides a kind of mode of the pressure born from seam with Absorbable rod easily can be shaped to the flexible joint parts of intended shape.
In order to solve the problem, the flexible material that the flexible joint parts that the present invention relates to are arranged by the seam of crossing between concrete structure is formed, it is characterized in that, comprise in both sides and the press section pressing on described concrete structure and the mode of pressure of bearing from described seam between the described press section of both sides and with Absorbable rod fold the folding part of arranging, described folding part has carries out processing making foldingly becoming easy folding portion.
In addition, the invention is characterized in, described folding portion is formed as wall thickness and is less than its adjacency section.
In addition, the invention is characterized in, described folding portion is chemically treated and more easily folds for comparing its adjacency section.
In addition, the invention is characterized in, under the state of the folding arranging of described folding part in cross sectional view, both sides form S font and anti-S font respectively in the mode that bottom attenuates.
In addition, the invention is characterized in, described folding portion is positioned at the S font of described sidepiece and the bend of described anti-S font.
In addition, the feature of the concrete structure expansion joint that the present invention relates to is, comprising: flexible joint parts, and the flexible material arranged by the seam of crossing between concrete structure is formed; And fixed part, for described concrete structure is fixed in described flexible joint parts pressing, described flexible joint parts comprise in both sides and the press section pressing on described concrete structure and the mode of pressure of bearing from described seam between the described press section of both sides and with Absorbable rod fold the folding part of arranging, and described folding part has carries out processing making foldingly becoming easy folding portion.
Invention effect
According to structure of the present invention, have and carry out processing to make to fold to become easy folding portion, thus by utilizing folding portion to bend, the mode of the pressure that can bear from seam with Absorbable rod is easily shaped to intended shape.
Accompanying drawing explanation
The sectional view of shape when Fig. 1 is the factory shipment representing the embodiment showing the flexible joint parts that the present invention relates to;
Fig. 2 represents to arrange flexible joint parts at the scene and the figure being in the shape of folded state;
Fig. 3 be represent be provided with flexible joint parts at the scene after bear the pressure from seam and be in the figure of the shape of swelling state;
Fig. 4 illustrates the figure flexible joint parts that the present invention relates to being applied to the example of concrete structure expansion joint;
Fig. 5 is the plan view representing the concrete structure expansion joint corresponding with Fig. 4;
Fig. 6 is the figure representing existing folding part.
Symbol description
1 flexible joint parts
2 concrete structures
3 seam
4 press sections
5 folding parts
6 abutting parts
7 folding portions
5a S font portion
5b anti-S font portion
10 fixed cells
11 pressure sections
12 bolts
13 nuts
14 anchor bolt and nuts
19 protection rubber
20 concrete structure expansion joints
Detailed description of the invention
Referring to figs. 1 through Fig. 4, an embodiment of the flexible joint parts that the present invention relates to is described.
Fig. 1 represents before being disposed in the seam 3 between concrete structure 2,2, from the sectional view of the flexible joint parts 1 during factory shipment.Flexible joint parts 1 can be formed by compliant members such as elastomeric materials sealing, comprise: be positioned at both sides and press on the block press section 4,4 of concrete structure 2,2, and the mode of the pressure born between the press section 4,4 of both sides and with Absorbable rod seam 3 folds the lamellar folding part 5 of arranging.
Folding part 5 has carries out processing to make to fold to become easy multiple folding portion 7.Folding part 5 has two folding portion 7a of center side and two folding portion 7b in outside.In the present embodiment, folding portion 7 is processed and be formed as wall thickness and be less than its adjacency section.Such as, be 8mm relative to the wall thickness of adjacency section, the wall thickness in folding portion 7 is 6mm.Each folding portion 7 processes in the length range throughout 10mm to 20mm.Be spaced apart about 30mm between adjacent folding portion 7a and folding portion 7b, between a folding portion 7a and another folding portion 7a, be spaced apart about 13mm.Flexible joint parts 1 from the length between 4 to press section, press section 4 be such as about 450mm.
Fig. 2 is the sectional view representing the seam 3 that is disposed between concrete structure 2,2 and be in the flexible joint parts 1 of folded state.Flexible joint parts 1 are formed as symmetrical relative to center line 9.Under the state of the folding arranging shown in Fig. 2, in cross sectional view, in the mode that the bottom 5c of flexible joint parts 1 is thinner than top, left side is formed as S font portion 5a, and right side is formed as anti-S font portion 5b.Top 5d is formed by general planar.Folding portion 7a is positioned at the bend on the top of S font portion 5a, and folding portion 7b is positioned at the bend of bottom.Similarly, folding portion 7a is positioned at the bend on the top of anti-S font portion 5b, and folding portion 7b is positioned at the bend of bottom.Flexible joint parts 1 are formed with S font portion 5a and anti-S font portion 5b in both sides, relative to bottom 5c and top 5d significantly necking down in an overlapping manner.
Flexible joint parts 1 shown in Fig. 2 are different from the parts that repeatedly ground turns back repeatedly in corrugated, but the reflex part crossing over seam 3 is simplified to one, in addition, because be formed with folding portion 7, so folding portion 7 can be utilized simply easily to bend, thus do not need to use die device, therefore, it is possible to efficiently easily bend.
Fig. 3 illustrates the seam 3 be disposed in by the flexible joint parts 1 shown in Fig. 2 between concrete structure 2,2, is then changed to the flexible joint parts 1 of swelling state from folded state due to the pressure born from seam 3.
Although the reflex part of the flexible joint parts 1 shown in Fig. 2 is reduced to one, but form S font portion 5a and anti-S font portion 5b in both sides, and relative to bottom 5c and top 5d significantly necking down in an overlapping manner, therefore, as shown in Figure 3, the flexible joint parts 1 being in swelling state can form the vast space of Absorbable rod pressure, and described space is formed by with the straight part of the circumferential part and both sides that are spaced apart the semicircle of diameter between the press section 4,4 of both sides.
Next, the second embodiment for flexible joint parts 1 of the present invention is described.
In the present embodiment, folding portion 7 is chemically treated and more easily folds for comparing its adjacency section.As chemical treatment, there is folding portion 7 is compared chemical treatment that adjacency section has larger caoutchouc elasticity.In addition, also low-density can be realized by making folding portion 7 become such as spongy.In addition, as chemical treatment, compare adjacency section to make folding portion 7 and be more easily out of shape, wet goods can be provided in folding portion 7.In addition, the different material in the portion of being adjacent also can be utilized to form folding portion 7, then this portion of being adjacent of folding portion 7 be synthesized one.
Next, with reference to Fig. 4 and Fig. 5, be described for the example that above-mentioned flexible joint parts 1 are applied to concrete structure expansion joint.
Concrete structure expansion joint 20 comprises: flexible joint parts 1, and the flexible material arranged by the seam 3 of crossing between concrete structure 2,2 is formed; And multiple fixed part 9, for concrete structure 2,2 is fixed in flexible joint parts 1 pressing.
Flexible joint parts 1 comprise in both sides and the press section 4 pressing on concrete structure 2 and the mode of pressure of bearing from seam 3 between the press section 4 of both sides and with Absorbable rod fold the folding part 5 of arranging, and folding part 5 has carries out processing making foldingly becoming easy folding portion 7.
Fixed part 9 comprises: the abutting part 6 of cross section コ font, is being covered in press section 4 on length direction; And multiple fixed cell 10, on the length direction at abutting part 6, in many places, concrete structure 2,2 is fixed in abutting part 6 pressing being covered in press section 4 at spaced intervals.
Fixed cell 10 has: pressure section 11, is covered in the abutting part 6 that section deformation is コ font; And anchor bolt and nut 14, be made up of bolt 12 and nut 13, for be coated with pressure section 11 at the abutting part 6 being covered in press section 4,4 state under, by pressure section 11 pressing be installed on concrete structure 2, press section 4 is pressed on concrete structure 2.Bolt 12 hammers into concrete structure 2, and nut 13 is anchored on bolt 12 via the pad 18 placed on pressure section 11 from the top side of bolt 12.
The abutting part 6 being covered in press section 4 is positioned at seam 3 side relative to bolt 12 in cross sectional view, and in the diagram, the abutting part 6 on right side is positioned at seam 3 side relative to the bolt 12 on right side, and the abutting part 6 in left side is positioned at seam 3 side relative to the bolt 12 in left side.
Outstanding projection 4a is formed at the soffit of press section 4.Be pressed against the face 2a of concrete structure 2 by press section 4, projection 4a is by compressive strain, and sealing becomes more reliable.
Be coated with protection rubber 19 in the upside of flexible joint parts 1, the end 19a of protection rubber 19 twists between press section 4 and abutting part 6.
Fig. 5 is the plan view representing concrete structure expansion joint 20.As shown in Figure 5, multiple fixed cell 10 is disposed on the length direction of abutting part 6 at spaced intervals, by anchor bolt and nut 14, concrete structure 2 is fixed in abutting part 6 pressing being covered in press section 4.
When bearing pressure from seam 3, protection rubber 19 extends, and the parts of flexible joint simultaneously 1 become the swelling state shown in Fig. 3, thus form the vast space of Absorbable rod pressure.
According to the present embodiment, flexible joint parts 1 have and carry out processing making foldingly becoming easy folding portion, therefore die device is not relied on by utilizing folding portion to carry out bending, thus can high-efficient simple ground assembling concrete works expansion joint 20.
Claims (6)
1. flexible joint parts, the flexible material arranged by the seam of crossing between concrete structure is formed, and it is characterized in that, comprising:
Be positioned at both sides and press on the press section of described concrete structure; With
The mode of the pressure born from described seam between the described press section of both sides and with Absorbable rod folds the folding part of arranging,
Described folding part has carries out processing to make to fold to become easy folding portion.
2. flexible joint parts as claimed in claim 1, is characterized in that,
Described folding portion is formed as wall thickness and is less than its adjacency section.
3. flexible joint parts as claimed in claim 1, is characterized in that,
Described folding portion is chemically treated and more easily folds for comparing its adjacency section.
4. flexible joint parts as claimed in claim 1, is characterized in that,
Under the state of the folding arranging of described folding part in cross sectional view, both sides form S font and anti-S font respectively in the mode that bottom attenuates.
5. flexible joint parts as claimed in claim 4, is characterized in that,
Described folding portion is positioned at the S font of described sidepiece and the bend of described anti-S font.
6. a concrete structure expansion joint, is characterized in that, comprising:
Flexible joint parts, the flexible material arranged by the seam of crossing between concrete structure is formed; With
Fixed part, for described concrete structure is fixed in described flexible joint parts pressing,
Described flexible joint parts comprise in both sides and the press section pressing on described concrete structure and the mode of pressure of bearing from described seam between the described press section of both sides and with Absorbable rod fold the folding part of arranging,
Described folding part has carries out processing to make to fold to become easy folding portion.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2014-031991 | 2014-02-21 | ||
| JP2014031991A JP6320790B2 (en) | 2014-02-21 | 2014-02-21 | Expansion joints for concrete structures |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104863090A true CN104863090A (en) | 2015-08-26 |
| CN104863090B CN104863090B (en) | 2018-11-30 |
Family
ID=53909230
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410353192.4A Active CN104863090B (en) | 2014-02-21 | 2014-07-23 | Flexible joint component and concrete structure expansion joint |
Country Status (4)
| Country | Link |
|---|---|
| JP (1) | JP6320790B2 (en) |
| KR (1) | KR102183322B1 (en) |
| CN (1) | CN104863090B (en) |
| TW (1) | TWI595144B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114032882B (en) * | 2021-11-23 | 2022-06-24 | 广东省源天工程有限公司 | Segmented joint structure of prefabricated underground diaphragm wall |
| CN114457854A (en) * | 2022-03-01 | 2022-05-10 | 中铁二院昆明勘察设计研究院有限责任公司 | Assembled utility tunnel corrugated steel connection structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3601756A1 (en) * | 1986-01-22 | 1987-07-23 | Muecher Hermann Gmbh | Sealing arrangement for structural parts |
| CN1075520A (en) * | 1992-11-21 | 1993-08-25 | 林国强 | Anti-leakage plate of dam |
| CN1256336A (en) * | 1999-12-30 | 2000-06-14 | 北京科海利新型建筑材料开发有限公司 | Surface waterproof structure and method for enrockment dam with concrete face |
| JP2002021166A (en) * | 2000-07-11 | 2002-01-23 | Sumitomo Rubber Ind Ltd | Fitting method for flexible joint |
| JP2012225037A (en) * | 2011-04-19 | 2012-11-15 | Seibu Polymer Corp | Fixation structure for extension joint for concrete structure |
Family Cites Families (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4749307A (en) * | 1987-01-14 | 1988-06-07 | Baltimore Aircoil Company, Inc. | Seal structure for joint between two structural sections |
| MY131432A (en) * | 1992-10-28 | 2007-08-30 | Environ Prod Inc | Environmentally safe underground piping system |
| JPH08165700A (en) * | 1994-12-12 | 1996-06-25 | Seibu Polymer Corp | Joint for closed conduit |
| JPH09279547A (en) * | 1996-04-11 | 1997-10-28 | Sumitomo Rubber Ind Ltd | Caisson seal, manufacture thereof and seal structure for caisson |
| JPH1193139A (en) * | 1997-09-18 | 1999-04-06 | Sumitomo Rubber Ind Ltd | Joint material for caisson and its manufacture |
| JP2986791B1 (en) * | 1998-04-10 | 1999-12-06 | 東京フアブリック工業株式会社 | Connection device, connection method and connection structure of box unit |
| JP4000224B2 (en) * | 1998-09-30 | 2007-10-31 | 住友ゴム工業株式会社 | Liquid leakage prevention structure and flexible joint used therefor |
| JP4771704B2 (en) * | 2005-01-24 | 2011-09-14 | 住友ゴム工業株式会社 | Joint structure of buried structure and flexible joint used therefor |
| JP5183456B2 (en) * | 2008-12-25 | 2013-04-17 | 西武ポリマ化成株式会社 | Fixing structure of expansion joint for concrete structure, fixing method thereof and fixing member thereof |
-
2014
- 2014-02-21 JP JP2014031991A patent/JP6320790B2/en active Active
- 2014-05-28 TW TW103118608A patent/TWI595144B/en active
- 2014-07-23 CN CN201410353192.4A patent/CN104863090B/en active Active
- 2014-07-29 KR KR1020140096429A patent/KR102183322B1/en active IP Right Grant
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3601756A1 (en) * | 1986-01-22 | 1987-07-23 | Muecher Hermann Gmbh | Sealing arrangement for structural parts |
| CN1075520A (en) * | 1992-11-21 | 1993-08-25 | 林国强 | Anti-leakage plate of dam |
| CN1256336A (en) * | 1999-12-30 | 2000-06-14 | 北京科海利新型建筑材料开发有限公司 | Surface waterproof structure and method for enrockment dam with concrete face |
| JP2002021166A (en) * | 2000-07-11 | 2002-01-23 | Sumitomo Rubber Ind Ltd | Fitting method for flexible joint |
| JP2012225037A (en) * | 2011-04-19 | 2012-11-15 | Seibu Polymer Corp | Fixation structure for extension joint for concrete structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2015158047A (en) | 2015-09-03 |
| TWI595144B (en) | 2017-08-11 |
| CN104863090B (en) | 2018-11-30 |
| KR20150099376A (en) | 2015-08-31 |
| KR102183322B1 (en) | 2020-11-26 |
| JP6320790B2 (en) | 2018-05-09 |
| TW201533306A (en) | 2015-09-01 |
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