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CN1324196C - Adjustable pavement expansion joint device and installation method - Google Patents

Adjustable pavement expansion joint device and installation method Download PDF

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Publication number
CN1324196C
CN1324196C CNB021384738A CN02138473A CN1324196C CN 1324196 C CN1324196 C CN 1324196C CN B021384738 A CNB021384738 A CN B021384738A CN 02138473 A CN02138473 A CN 02138473A CN 1324196 C CN1324196 C CN 1324196C
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China
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group
base
expansion joint
joint device
adjustable
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Expired - Fee Related
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CNB021384738A
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CN1490462A (en
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张明煌
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Abstract

The invention discloses an adjustable pavement expansion joint device and an installation method, which comprises a supporting seat group, an expansion sheet group, a base group, a high-low inclined gasket group and a water collecting plate, wherein the expansion margin of the expansion joint is reserved through the design of the displaceability between the supporting seat group and the expansion sheet group, the replaceability of the expansion sheet and the relative slippage between the base group and the high-low inclined gasket group, so that a bridge or a road cannot be separated immediately when vertical or horizontal vibration is caused by an earthquake; the water collecting plate has a water draining function so as to prevent water from accumulating on the road surface; the installation method uses an H-shaped rigid space instrument base as an auxiliary to maintain and adjust the distance of the assembly section, and then the space instrument base is moved away after installation, thereby being beneficial to fast and accurate assembly.

Description

Adjustable road surface expansion gap device and installation method
Technical field
The present invention relates to a kind of adjustable road surface expansion gap device and installation method.
Background technology
Problems such as its durability, economy and maintainability, drainage outside considering its total stroke and function thereof that meets design, also need be considered in the shrinkage joint of general bridge and pavement of road.Shrinkage joint of commonly using such as Taiwan right are announced the patent case No. 414820, when penetration concrete, can push the assembly of elastic expansion joint, when treating concrete shrinkage, owing to the assembly elastic recovery of elastic expansion joint has flexible effect.But it but can't solve drainage problem, therefore, only can be used for short footpath bridge and the road of striding.And for example the Taiwan right is announced the patent case No. 382376, it is an a kind of slide plate seam (Sliding plate Joint), and this kind structure is except that than the complexity, construct also very time-consuming, repair difficult, be subject to the foreign material filling again and influence Telescopic, more be difficult to overcome the shortcoming of easily getting rusty.
Summary of the invention
The object of the present invention is to provide a kind of adjustable road surface expansion gap device and installation method, a kind of activity nargin that can provide bridge, road vertically to reach horizontal movement simultaneously promptly is provided, and can avoids surface gathered water and construction more simple and easy, road surface expansion gap device and installation method efficiently.
For achieving the above object, technical solution of the present invention is: a kind of adjustable road surface expansion gap device comprises:
The supporting seat group, it comprises two supporting seats and a stretchable sheet group, and wherein, the upper end of two supporting seats respectively is provided with the lug that contains the hole, and the mutual mapping of this lug is laid staggeredly on two supporting seats; This stretchable sheet group then comprises one group of separate stretchable sheet, and the one end is provided with the lug that contains the hole, and the tongue piece that the lug both sides then respectively are provided with groove and set firmly, each stretchable sheet cooperatively interact and staggered combination;
Diaxon links the lug of two supporting seats and stretchable sheet group;
The base group is made up of the base of two correspondences, is provided with slide slot in the base bottom, and the side of this slide slot is respectively equipped with guide groove, also is provided with one group of fin along the base profile, and this fin is provided with one group of through hole;
The height shim pack that tilts is made up of the tiltable pad of two correspondences, the top storing supporting seat group of this tiltable pad, and its underpart then slides against on the slide slot of base group;
Water collection sheet, its two ends respectively are provided with a flange, and flange slides against in the set guide groove of base group.
Described adjustable road surface expansion gap device, wherein: this supporting seat group, height tilt between shim pack and the base group, are locked by screw.
Described adjustable road surface expansion gap device, wherein: the front end that each stretchable sheet was in contact with one another of this stretchable sheet group can be made as arcuation.
Described adjustable road surface expansion gap device, wherein: this water collection sheet is the water-proof elastic material.
Described adjustable road surface expansion gap device, wherein: this supporting seat group is provided with ribs.
Described adjustable road surface expansion gap device, wherein: this shim pack that just tilts can be provided with an angle of inclination.
The installation method of above-mentioned adjustable road surface expansion gap device, wherein: the installation method of this device comprises the following steps:
Step 1 places space instrument seat on the slide slot of base group, by the design width of space instrument seat, determine the spacing of two base groups after, remove space instrument seat again;
Step 2 places the tilt bottom of shim pack of height on the slide slot of base group;
Step 3 is positioned over the tilt top of shim pack of height with the supporting seat group;
Step 4 is assembled and is adjusted stretchable sheet and it is placed on the set lug of supporting seat group by diaxon;
Step 5 is by screw locking supporting seat group, height tilt shim pack and base group;
Step 6 is loaded onto water collection sheet.
The installation method of described adjustable road surface expansion gap device, wherein: this space instrument seat is a ribs, these ribs two ends are fixed with the two mutually parallel sheets of striding.
The installation method of described adjustable road surface expansion gap device, wherein: this base group is embedded on the cross section of the bridge of assembling or pavement of road in advance.
After adopting such scheme, the present invention has following advantage:
1, the present invention is by the turnability between supporting seat group and the stretchable sheet group, and the substitutability of stretchable sheet, and the tilt design of the relative slippage between shim pack of base group and height, the flexible nargin that can keep the shrinkage joint, and except the flexible nargin of level at shrinkage joint is commonly used in reservation, more provide the displacement nargin of vertical direction, therefore, when seimic horizontal or vertical vibrations, can prevent that bridge or road from separating immediately, thereby have shockproof effect.
2, the present invention allows that also bridge and pavement of road have asymmetric change in displacement.
3, the present invention is provided with water collection sheet, can increase the function of draining, prevents that the road surface from producing ponding.
4, the invention provides the rigidity space instrument seat of a H shape, keep and adjust the distance in desire assembling cross section, again this space instrument seat is removed after the installing, assemble the present invention fast and accurately thereby be beneficial to.
5, the lug and the diaxon of connection supporting seat group of the present invention and stretchable sheet group, the firm intensity that viewable design is required strengthens its basal area to strengthen its support force.
6, the maintainability that is easy to of the present invention not only makes its maintenance easily, and bridge is increased application life.
7, the tongue piece of the stretchable sheet group of supporting seat group of the present invention and the modular design of groove can be with the driving fit design of the minimum limit, the noises that is produced when reducing vibrations.
8, formation of the present invention is simple, and construction can reduce cost easily.
Description of drawings
Fig. 1 is a three-dimensional combination schematic diagram of the present invention;
Fig. 2 is a perspective exploded view of the present invention;
Fig. 2 A is a water collecting equipment allocation plan of the present invention;
Fig. 3 A is a bridge floor vertical displacement schematic diagram of the present invention;
Fig. 3 B is a bridge floor horizontal movement schematic diagram of the present invention;
Fig. 4 is that stretchable sheet pattern of the present invention changes schematic diagram;
Fig. 5 is the variation schematic diagram of height inclination shim pack of the present invention;
Fig. 6 A is that road surface of the present invention asymmetric displacement stretchable sheet group changes schematic diagram one;
Fig. 6 B is that road surface of the present invention asymmetric displacement stretchable sheet group changes schematic diagram two;
Fig. 7 is a space of the present invention instrument seat mode of occupation perspective exploded view;
Fig. 8 is the lateral view of space of the present invention instrument seat mode of occupation.
A through hole B fin C road surface
D angle E nargin H space instrument seat
H1 ribs H21 strides sheet H22 and strides sheet
M screw W water S stretchable sheet
T reinforcing bar 1 supporting seat group 111 supporting seats
112 supporting seats, 114 lugs, 115 lugs
117 lugs, 118 lugs, 12 stretchable sheet groups
12A axle 12B axle 121 grooves
122 tongue pieces, 13 stretchable sheets, 131 grooves
132 tongue pieces, 137 lugs, 138 lugs
2 shim pack 2a shim pack, 21 pads
21a pad 22 pad 22a pads
3 base groups, 31 guide grooves, 32 guide grooves
33 slide slots, 34 slide slots, 4 water collection sheets
41 flanges, 42 flanges
Specific embodiment
See also Figure 1 and Figure 2, the present invention mainly comprises supporting seat group 1, height tilt shim pack 2, base group 3 and water collection sheet 4, wherein: supporting seat group 1 comprises stretchable sheet group 12 again, and it is to form by the groove 121 of several independent telescope sheets S and 122 staggered cooperations of tongue piece; Supporting seat group 1 also comprise supporting seat 111 and 112 and with stretchable sheet group 12 combination, the lug 114 and 115 and the lug 117 and 118 of stretchable sheet group 12 that promptly links supporting seat 111 and 112 by diaxon 12A and 12B, in addition, supporting seat 111 and 112 upper ends can increase thickness, to strengthen support force to diaxon 12A, 12B and lug 114,115,117 and 118, and this supporting seat 111 and 112 also viewable design need and add ribs 113, with the rigidity intensity of reinforcement supporting seat 111 and 112; The bottom of base group 3 is provided with slide slot 33,34, and the side of this slide slot 33,34 is respectively arranged with guide groove 31,32; In addition, along this base profile, be provided with several fins B, this fin B is provided with several through holes A; This supporting seat group 1 places pad 21,22 tops of the shim pack 2 that just tilts, and the bottom of this shim pack 2 that just tilts, then be placed on the slide slot 33,34 of base group 3, the set guide groove 31,32 of these slide slot 33,34 sides can cooperate (please cooperate the A referring to Fig. 2) with the set flange 41,42 in water collection sheet 4 two ends.After the present invention forms, in position, utilize screw M locking supporting seat group 1, height tilt shim pack 2 and base group 3.
Please referring to shown in Fig. 3 A, it is the bridge floor vertical displacement schematic diagram of adjustable road surface expansion gap device; When the pedestal of bridge or pavement of road C is influenced by external force and does vertical displacement, lug 114,115 that supporting seat group 1 is set and the lug 117,118 of stretchable sheet S, can do displacement action with respect to diaxon 12A, 12B, this moment is by the cooperation of groove 121 and the tongue piece 122 of independent telescope sheet S, in the scope of allowing nargin E, make bridge or pavement of road C can remain on connection status, and do not separate immediately; In addition, because water collection sheet 4 is to adopt elastic water-proofing material made, thus after bridge or pavement of road C displacement, still can compile water W, to keep the function of its draining of catchmenting.
Please referring to shown in Fig. 3 B, it is the bridge floor horizontal movement schematic diagram of adjustable road surface expansion gap device; When bridge or pavement of road C are influenced by external force, become the horizontal direction skew, and when surpassing the design strength of locking screw M, the supported seat group 1 of locking screw M, the height shearing force that is produced between shim pack 2 or the base group 3 that tilts is blocked, this moment, supporting seat group 1 can slippage above inclination shim pack 2, or slippage is done in shim pack 2 bottoms that just tilt in the slide slot 33,34 of base group 3, this moment is under the rigid structures that does not damage bridge or pavement of road C, be beneficial to maintenance again and the location of bridge or pavement of road C, and need not give up; Same, because water collection sheet 4 is to adopt elastic water-proofing material made, after the bridge floor distortion, still can compile water W, to keep the function of its draining of catchmenting.
See also shown in Figure 4ly, it is that the stretchable sheet pattern of adjustable road surface expansion gap device changes schematic diagram; The independent telescope sheet S that stretchable sheet group 12 is contained, area or environment that visual the present invention uses, change and make different patterns, stretchable sheet 13 as shown in Figure 4, this stretchable sheet 13 has groove 131 and tongue piece 132, this groove 131 and tongue piece 132 can cooperatively interact, and simultaneously at stretchable sheet 13 1 ends, respectively are provided with the lug 137 and 138 that contains the hole; In addition, the front end that each stretchable sheet was in contact with one another can be made as arcuation or can be designed to other different pattern because of demand.The change of different types, but the variability of the present invention and the scope of application can be increased.
Please referring to shown in Figure 5, it is the height inclination shim pack variation schematic diagram of adjustable road surface expansion gap device; The tiltable pad 21a of height oblique plate group 2a of the present invention and 22a can be designed to an angle D according to actual state, to adjust the planarization on road surface.
See also shown in Fig. 6 A and Fig. 6 B, it is the road surface asymmetric displacement stretchable sheet group variation schematic diagram of adjustable road surface expansion gap device; Stretchable sheet group 12 of the present invention in the permissible scope of stretchable sheet S side nargin, also can cooperate integral body of the present invention, does the action of asymmetric horizontal movement, but increases variability of the present invention.
Please be simultaneously referring to Fig. 7 and shown in Figure 8, Fig. 7 is the space instrument seat mode of occupation schematic perspective view of adjustable road surface expansion gap device, Fig. 8 is the space instrument seat mode of occupation lateral view of this adjustable road surface expansion gap device; This space instrument seat H is a ribs H1, this ribs H1 two ends be fixed with two groups be parallel to each other stride sheet H21 and H22, two spacings of striding sheet H21 and H22 are pre-designed size; The through hole A of the fin B that this base group 3 is contained can be earlier with reinforcing bar T polyphone in advance, be about to base group 3 behind the polyphone again to be embedded in the bridge that two desires link or the two sections of road in advance, the polyphone of this reinforcing bar T can increase the pull-out capacity of base group 3 and bridge or road; At first, with space instrument seat H stride sheet H21 and H22 places on the slide slot 33 and 34 of base group 3, please cooperate referring to Fig. 2, Fig. 7 and Fig. 8, by the design of the width of space instrument seat H, determined the spacing of two base groups 3 after, remove space instrument seat H again; Secondly, the bottom of the shim pack 2 that will just tilt again places on the slide slot 33,34 of base group 3; Afterwards, supporting seat group 1 is positioned over the top of height oblique plate group 2, by diaxon 12A, 12B assembling and adjust stretchable sheet group 12 and be placed on the set lug 115 of supporting seat group 1; At this moment, again by screw M lock respectively supporting seat group 1, height tilt shim pack 2 and base group 3; At last,, cooperate the guide groove 31,32 of base group, load onto water collection sheet 4 with the flange 41,42 of water collection sheet.
According to aforesaid structure, the method for the present invention's installing comprises following steps:
1, space instrument seat is placed in the slide slot of base group, by the width of space instrument seat, determine two base groups spacing and pre-buried fixing after, remove space instrument seat again.
2, will just the tilt bottom of shim pack places in the slide slot of base group.
3, place the top of supporting seat group in the shim pack that just tilts.
4, assemble by diaxon and adjust stretchable sheet and it is placed on the set lug of supporting seat group.
5, by screw locking supporting seat group, height tilt shim pack and base group.
6, load onto water collection sheet.

Claims (9)

1、一种可调式路面伸缩缝装置,其特征在于:该装置包含:1. An adjustable road expansion joint device, characterized in that: the device includes: 支撑座组,其包含两支撑座及一伸缩片组,其中,两支撑座的上端各设有含孔的凸耳,该凸耳相互对映交错布设于两支撑座上;该伸缩片组则包含一组相互独立的伸缩片,其一端设有含孔的凸耳,凸耳两侧则各设有槽及固设的舌片,各伸缩片相互配合并交错组合;The supporting seat group includes two supporting seats and a telescopic film group, wherein the upper ends of the two supporting seats are respectively provided with lugs containing holes, and the lugs are arranged on the two supporting seats in correspondence with each other; the telescopic film group is Consists of a set of mutually independent telescopic sheets, one end of which is provided with a lug with a hole, and both sides of the lug are provided with grooves and fixed tongues, and each telescopic sheet is matched with each other and combined in a staggered manner; 两轴,连结两支撑座与伸缩片组的凸耳;Two shafts, connecting the two support seats and the lugs of the telescopic sheet group; 底座组,由两对应的底座组成,在底座下部设有滑行槽,该滑行槽的侧面分别设有导槽,沿底座外形还设有一组鳍片,该鳍片上设有一组通孔;The base group is composed of two corresponding bases. A sliding groove is provided at the lower part of the base. Guide grooves are respectively provided on the sides of the sliding grooves. A group of fins is also provided along the shape of the base, and a group of through holes are provided on the fins; 高低倾斜垫片组,由两对应的可倾斜垫片组成,该可倾斜垫片的上部置放支撑座组,其下部则滑行于底座组的滑行槽上;The high and low tilting gasket set is composed of two corresponding tiltable gaskets, the upper part of the tiltable gasket is placed on the support seat group, and the lower part slides on the sliding groove of the base group; 集水板,其两端各设有一凸缘,凸缘滑行于底座组所设的导槽内。The two ends of the water collecting plate are respectively provided with a flange, and the flange slides in the guide groove provided by the base group. 2、如权利要求1所述的可调式路面伸缩缝装置,其特征在于:该支撑座组、高低倾斜垫片组及底座组之间,由螺丝锁固。2. The adjustable pavement expansion joint device according to claim 1, characterized in that: the support seat group, the height-inclined gasket group and the base group are locked by screws. 3、如权利要求1所述的可调式路面伸缩缝装置,其特征在于:该伸缩片组的各伸缩片所相互接触的前端设为弧状。3. The adjustable pavement expansion joint device according to claim 1, characterized in that: the front ends of the expansion pieces of the expansion piece group which are in contact with each other are arc-shaped. 4、如权利要求1所述的可调式路面伸缩缝装置,其特征在于:该集水板为防水弹性材料。4. The adjustable pavement expansion joint device according to claim 1, characterized in that the water collecting plate is made of waterproof elastic material. 5、如权利要求1所述的可调式路面伸缩缝装置,其特征在于:该支撑座组上设有加强肋。5. The adjustable pavement expansion joint device as claimed in claim 1, characterized in that: the supporting seat group is provided with reinforcing ribs. 6、如权利要求1所述的可调式路面伸缩缝装置,其特征在于:该高低倾斜垫片组设有一倾斜角度。6. The adjustable pavement expansion joint device according to claim 1, characterized in that: the set of high and low inclined gaskets is provided with an inclination angle. 7、上述权利要求1-6中任一项所述的可调式路面伸缩缝装置的装设方法,其特征在于:该装置的装设方法包括下列步骤:7. The installation method of the adjustable pavement expansion joint device according to any one of claims 1-6, characterized in that the installation method of the device includes the following steps: 步骤一,将空间仪座置于底座组的滑行槽上,借助空间仪座的设计宽度,决定两底座组的间距后,再移开空间仪座;Step 1. Place the space instrument base on the sliding groove of the base group, and then remove the space instrument base after determining the distance between the two base groups with the help of the designed width of the space instrument base; 步骤二,将高低倾斜垫片组的下部置于底座组的滑行槽上;Step 2, place the lower part of the high-low tilt gasket set on the sliding groove of the base set; 步骤三,将支撑座组放置于高低倾斜垫片组的上部;Step 3, place the support seat group on the upper part of the high and low inclined gasket group; 步骤四,通过两轴组装并调整伸缩片并使其置于支撑座组所设的凸耳上;Step 4, assemble and adjust the telescopic sheet through two axes and place it on the lug provided by the support seat group; 步骤五,通过螺丝锁固支撑座组、高低倾斜垫片组及底座组;Step 5, lock the support seat group, the height-inclined gasket group and the base group with screws; 步骤六,装上集水板。Step six, install the water collecting board. 8、如权利要求7所述的可调式路面伸缩缝装置的装设方法,其特征在于:该空间仪座为一支撑肋,该支撑肋两端固定有两相互平行的跨片。8. The installation method of the adjustable pavement expansion joint device as claimed in claim 7, characterized in that: the space frame is a support rib, and two parallel spans are fixed at both ends of the support rib. 9、如权利要求7所述的可调式路面伸缩缝装置的装设方法,其特征在于:该底座组预先埋设于组装的桥梁或道路路面的截面上。9. The installation method of the adjustable road surface expansion joint device according to claim 7, characterized in that: the base group is pre-embedded on the section of the assembled bridge or road surface.
CNB021384738A 2002-10-18 2002-10-18 Adjustable pavement expansion joint device and installation method Expired - Fee Related CN1324196C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB021384738A CN1324196C (en) 2002-10-18 2002-10-18 Adjustable pavement expansion joint device and installation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB021384738A CN1324196C (en) 2002-10-18 2002-10-18 Adjustable pavement expansion joint device and installation method

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CN1490462A CN1490462A (en) 2004-04-21
CN1324196C true CN1324196C (en) 2007-07-04

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010043003A1 (en) * 2008-10-17 2010-04-22 Db & Ba Finn Pty Ltd. Concrete casting elements
CN102518036A (en) * 2011-10-31 2012-06-27 中交一航局第四工程有限公司 Construction method for installing bridge expansion joint
CN104278626A (en) * 2013-07-01 2015-01-14 宏润建设集团股份有限公司 Drainage device for rainwater in bridge expansion joint
CN104988828A (en) * 2015-08-07 2015-10-21 湖南城市学院 Concrete pavement expansion joint connector
CN107083730A (en) * 2017-05-31 2017-08-22 南昌大学 A kind of prefabricated PC construction refuse regenerated aggregate road and its construction method
CN108360329B (en) * 2018-04-23 2024-03-19 乐清市高科环保电子有限公司 Road surface expansion joint device
CN111074709B (en) * 2018-10-19 2021-08-27 王荷香 Stone paving construction method

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Publication number Priority date Publication date Assignee Title
DE2943872A1 (en) * 1979-10-30 1981-05-14 Motonosuke Ashiya Hyogo Arai Bridge concrete road slab expansion joint seal - has elastic unit between rearward reinforced top parts of vertical plates
JPH08296203A (en) * 1995-04-27 1996-11-12 Motonosuke Arai Device for telescoping road bridge
CN2321808Y (en) * 1998-03-12 1999-06-02 宋吉寿 Cement road surface expansion joint
JPH11336005A (en) * 1998-05-29 1999-12-07 Motonosuke Arai Joint structure of highway bridge and execution thereof
JP2000199203A (en) * 1999-01-06 2000-07-18 Motonosuke Arai Expansion device of road bridge joint part and reinforcing structure of road bridge end
JP2001020209A (en) * 1999-07-05 2001-01-23 Motonosuke Arai Structure of road bridge joint part

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2943872A1 (en) * 1979-10-30 1981-05-14 Motonosuke Ashiya Hyogo Arai Bridge concrete road slab expansion joint seal - has elastic unit between rearward reinforced top parts of vertical plates
JPH08296203A (en) * 1995-04-27 1996-11-12 Motonosuke Arai Device for telescoping road bridge
CN2321808Y (en) * 1998-03-12 1999-06-02 宋吉寿 Cement road surface expansion joint
JPH11336005A (en) * 1998-05-29 1999-12-07 Motonosuke Arai Joint structure of highway bridge and execution thereof
JP2000199203A (en) * 1999-01-06 2000-07-18 Motonosuke Arai Expansion device of road bridge joint part and reinforcing structure of road bridge end
JP2001020209A (en) * 1999-07-05 2001-01-23 Motonosuke Arai Structure of road bridge joint part

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Granted publication date: 20070704

Termination date: 20131018