CN1134493A - Water cut-off construction of side ditch - Google Patents

Water cut-off construction of side ditch Download PDF

Info

Publication number
CN1134493A
CN1134493A CN 96100658 CN96100658A CN1134493A CN 1134493 A CN1134493 A CN 1134493A CN 96100658 CN96100658 CN 96100658 CN 96100658 A CN96100658 A CN 96100658A CN 1134493 A CN1134493 A CN 1134493A
Authority
CN
China
Prior art keywords
gutter member
gutter
water
base plate
intercepts water
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
Application number
CN 96100658
Other languages
Chinese (zh)
Other versions
CN1070567C (en
Inventor
伊藤俊夫
大塚孝
饭高淑光
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.)
YABUZUKA KENZAI KOGYO CO Ltd
Original Assignee
YABUZUKA KENZAI KOGYO CO Ltd
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 YABUZUKA KENZAI KOGYO CO Ltd filed Critical YABUZUKA KENZAI KOGYO CO Ltd
Publication of CN1134493A publication Critical patent/CN1134493A/en
Application granted granted Critical
Publication of CN1070567C publication Critical patent/CN1070567C/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Sewage (AREA)

Abstract

A water interruption structure for a side drain includes a side drain component (1,11), a soleplate (4,14), one of the two side surfaces of which is provided with an embedded conduit (7,17) and a water interruption component (8,18). The water interruption component (8, 18) is arranged and connected on the embedded conduit (7, 17). The water interruption component (8,18) is embedded between the side drain component (1,11) and the bottom plate (4,14) to lead the water interruption component (8,18) to expand by imbibing water from a flow channel so as to be tightly contacted and pressed to the inner surface (2C) at the lower part of the side drain component (1,11) to seal the gap between the bottom plate (4,14) and the side drain component (1,11).

Description

The structure that intercepts water of roadside raceway groove
The present invention relates to the structure that intercepts water of roadside channel member, this member is as a kind of member that forms irrigation canal, drainage channel etc.
In recent years, reasonably built a kind of gutter, that is, this gutter only uses a plurality of shape gutter members to build out, during construction below the open bottom of these shape gutter members lay gas enclosure concrete, and use such as common U-shaped gutter member, dark formula gutter member or can be used for the gutter member of the different inclined side walls of having of used for various applications.
Traditionally, as the structure of the parts that intercept water of this gutter member, such as, there have been a kind of parts that intercept water of known gutter member to make in a manner described.That is, a base concrete is set at cobble and/or above the gravel, and installs the gutter member above the base concrete thereupon at this.Then, a workman enters in the gutter member from an operation aperture of leaving on the top of gutter member, by artificial toward this perfusion mortar above base concrete, with the structure that intercepts water in the formation of gutter member the inside.
But, according to above-mentioned technology commonly used, that is by manually needing too many time and work at gutter member the inside perfusion mortar with the structure that intercepts water that obtains gutter, the operating efficiency of consequently building up this structure that intercepts water is very low.
The purpose of this invention is to provide a kind of gutter structure that intercepts water, it can finish the construction that intercepts water of gutter at an easy rate, and this construction can make gutter laying work realize simplifying and raising the efficiency.
In order to solve the above-mentioned every problem in the prior art, the gutter structure that intercepts water is characterised in that it comprises among the present invention: one is made for the gutter member of a shape, and it has unlimited bottom, and a plurality of described gutter members are connected to each other to form a flow channel; A base plate tightens up this plate to such an extent that its both sides can be fitted among the lower inner surface that described gutter member forms; , an embedded channels that forms on each side in the both sides of described base plate, and the front end of each side of this conduit from described both sides or top extend to the rear end continuously; And a kind of water swelling material, it is secured on the described embedded channels, and because of absorbing moisture bulging to the flow channel feed, and contact with the lower inner surface of described gutter member, so that it can closely seal up each connecting portion and slit between described gutter member and the described base plate, with the seepage by water.
In addition, the feature according to the structure that intercepts water of gutter member of the present invention is that also it comprises: one is made for the gutter member of a shape, and it has a bottom of opening wide, and a plurality of members are connected to each other to form a flow channel; A base plate, the inside (surface) of the bottom of its both sides and described gutter member is equipped; One first embedded channels that on the both sides of described base plate, forms, and the front end of each side of this conduit from described both sides extends to its end continuously; At second embedded channels that at least one butt joint of described gutter member processes on end face, this second conduit along upper and lower to extending continuously; And by the made a kind of member that intercepts water of the material with water swelling characteristic, it is installed in first and second embedded channels among both, the described member that intercepts water can supply to water bulging in the flow channel because of absorption, closely to press the lower inside of described gutter member; Thereby seal the slit between described gutter member and the described base plate, and the described member that intercepts water presses another gutter member tightly, an end face of this another gutter member presses mutually with the described butt joint end face of described gutter member, so that seal tightly one or more slit between the described adjacent gutter member.
On the both sides of base plate, respectively process an embedded channels, (front end) extends to end (rear end) to this conduit continuously from the top.Attaching one member that intercepts water on this embedded channels, it is made by the material with water swelling characteristic, so that its understands bulging when confession has moisture or moisture, and press the lower inside of gutter member tightly, thereby watertightness seal up any one or more slit between gutter member and the base plate.Therefore, according to the present invention, as long as cover base plate with the gutter member and just may maintain water fully, so that no longer need any resemble the perfusion mortar or similarly bother operation.Be processed with first embedded channels in the both sides of base plate, this conduit extends to its end (rear end) continuously from its top (front end), and on this first embedded channels member of making by the water swelling material that intercepts water of attaching.In addition, at a butting surface upper edge upper and lower of gutter member to processing second embedded channels continuously, and as aforementioned, also the intercept water member of one of attaching on this second embedded channels with water swelling characteristic.When the member that intercepts water when attaching is good as mentioned above, they each all can be because of absorbing for getting up from the moisture or the moisture bulging of the passage that flows, and press each butt joint end face of adjacent each gutter member tightly.So one or several slit between the adjacent gutter member is just sealed tightly, and those slits between gutter member and the base plate also can be sealed as mentioned above.
(claim 2)
Now be described in detail other purpose of the present invention, structure, method and characteristics by relevant drawings and the specific embodiments.Wherein:
Fig. 1 is the phantom drawing of first embodiment of the invention;
Fig. 2 is a Status view, and it shows that in first embodiment water swelling member that intercepts water is being installed on situation on the base plate;
Fig. 3 is a kind of view of laying situation that shows the embodiment of the invention;
Fig. 4 is the phantom drawing of second embodiment; And
Fig. 5 is the view of the situation that intercepts water of the conventional gutter of expression.
Before describing the present invention, with reference to Fig. 5 a kind of prior art is described once below.As shown in Figure 5, base concrete 102 be laid on cobble or gravel 101 above, and on base concrete 102, lay gutter member 103 in turn.Then, workman enters into gutter member 103 from the operation aperture 104 on the top that is arranged on the gutter member, and perfusion mortars 105 above the base concrete 102 in the past can not leak so that make between the inboard 103a of gutter member 103 and the base concrete 102.But, as mentioned above, according to this routine techniques, in order to prevent spilling of sealing, mortar 105 must rely on manually and pour on base concrete 102, so that the purpose that realization intercepts water on the inboard 103a of gutter member 103.This be a kind of quite time-consuming and the trouble work, thereby can cause this laying operating efficiency low.
Target of the present invention is every shortcoming of eliminating in the above-mentioned routine techniques.The present invention is at length illustrated with reference to each accompanying drawing.
Label 1 expression one concrete gutter member, and this gutter member 1 is made a door shape, and it has a bottom of opening wide, and is called " no gradient gutter member ", and a plurality of this gutter members are connected to each other, and irrigate passage, discharge conduit or similar facilities in order to form.
A direction one of along the side of gutter member 1 at left and right butt joint end face 2a, on each face of 2a, is provided with an operation hole 3, and it has a predetermined length and upwards extends continuously at upper and lower.
Base plate of label 4 expressions, it is placed on and is arranged on cobble and the base concrete 6 above the gravel 5.All be provided with the embedded channels 7 that extends to the rear end from the top continuously at the dual-side place of base plate 4.
The member that intercepts water that label 8 expression is made by a kind of material with water swelling characteristic, this member 8 that intercepts water be by, such as elastic caoutchouc (rubber does not expand) and any have material (not shown) formation of water swelling characteristic.Material with water swelling characteristic comprises, such as, have the resin of high water absorption character and elastomeric through sulfuration and the mixture that is shaped.For producing this synthetic rubber, used at room temperature to have 1 of 5-10% crystallized domains (or glassy phase), 3-dience rubber.
The intercept water shape of member 8 of water swelling is circular from the cross section, and length, width and the degree of depth almost the size with embedded channels 7 is the same.Be attached under the situation of embedded channels 7 at the member 8 that intercepts water, its mode that is flush-mounted in embedded channels 7 is, the compression by being subjected to being arranged on a plurality of jut 7a among the embedded channels 7 and it being maintained chimericly.As mentioned above, owing to be provided with a plurality of jut 7a among embedded channels 7, the member 8 that intercepts water just can not apply any cementing agent and be held in chimeric mode.Label 9 expressions one perforate.
, build a plurality of gutter members of making in the manner described above 1 a gutter passage for being coupled together, at first lay base concrete 6 at cobble or above the gravel 5, and on base concrete 6, place each gutter member 1, so that a butt joint end face 2b of gutter member 1 contacts with another butt joint end face 2b of each the other gutter member 1 that is adjacent to this gutter member 1.Then, mortar 5 is circulated in each operation hole 3, thereby makes one or several gap between each gutter member 1 and 1 be able to be sealed.
After this, the base plate 4 with embedded channels 7 is spread, the water swelling member 8 that intercepts water then will be secured on this conduit.
Therefore, the water swelling material of the member 8 that intercepts water is because of absorbing the moisture content bulging from flow channel, and presses the lower inside 2C of gutter member 1 tightly.Like this, one or several slit between base plate 4 and the gutter member 1 is able to by the sealing of watertightness ground.In addition, as shown in Figure 3, gutter member 1 is being had under the situation of difference in height 10, mortar M is being coated in difference in height 10 places, making it by leaking.
As mentioned above, according to the structure that intercepts water with gutter member of water swelling characteristic of the present invention, with usually must perfusion mortar on base concrete, compare with intercept water those situations of structure of formation, only need be engaged in some quite easy operations, simplified with the every operation that causes the structure that intercepts water of building up the gutter member, and efficiency of construction can be improved greatly.
As shown in Figure 4, according to one of every embodiment of the present invention, left and right two butt joint end face 12a on a side, one of side of gutter member 11, the top formation of 12a have a preset width, the degree of depth and length and along upper and lower to two embedded channels (second embedded channels) 13,13 that extend continuously.The member 18,18 that intercepts water with water swelling characteristic is attached on this second embedded channels 13,13.This second embodiment is different from first embodiment in this respect, but in addition, and it and first embodiment are just the same.That is, label 14 expressions one base plate, label 15 expression cobble and gravels, label 16 is base concrete, label 17 be meant on two sides of base plate 14, make, extend to the embedded channels (corresponding to the embedded channels 7 of first embodiment) of rear end continuously from front end (top), and label 19 is expression one perforates.
For a plurality of gutter members 12 of making as upper type are coupled together to build up a flow channel, at first, lay a base concrete 16 at cobble with above the gravel, then, placement base plate 14 on base concrete 16, this base plate is equipped with first embedded channels 17 at its place, both sides, and attaching one has the member 18 that intercepts water of water swelling characteristic on this conduit.Secondly, the member 18 that will intercept water be installed in gutter member 11 on second embedded channels 13,13 be provided with make that it docks respectively that end face can abut against adjacent gutter member 11 those dock on end faces.And between adjacent gutter member 11,11, set the member 18 that intercepts water, and between gutter member 11 and base plate 14, also set the member 18 that intercepts water.
The member 18 that intercepts water with water swelling characteristic can be transported to the water or the moisture bulging of flow channel because of absorption, to press those butt joint end faces 11 of being close to of adjacent gutter member 11 tightly, 11, and then cause one or several slit between gutter member 11 to obtain the sealing of watertightness ground.In addition, the member 18 that intercepts water that bulging is got up also presses the lower inner surface 12C of the side of gutter member 11 tightly, thus watertightness seal up slit or connecting portion between gutter member 11 and the base plate 14.
As mentioned above, the illustrated gutter structure that intercepts water can easily realize the construction that intercepts water of gutter passage in various embodiments of the present invention, and then can accomplish to shorten the activity duration, improves operating efficiency and alleviates task difficulty.
As mentioned above, the present invention is described preferred embodiment with reference to each accompanying drawing, but, the spirit and scope of the present invention are in no way limited to these embodiment that specifically described, under the situation that does not exceed the of the present invention scope that every claim limited appended, can make various changes or modification by the back.
Such as, in each embodiment, base concrete and base plate are made respectively, and but, they can be that integral body is made.
As mentioned above, the present invention can guarantee following at (a) with the various effect and functions that illustrated (b).
(a) on each face in two sides of base plate, process an embedded channels, this conduit extends to its rear end or end continuously from its front end or top, and the member that intercepts water that attaching one has the water swelling characteristic on this embedded channels, make intercept water member behind the absorption moisture such as flow channel its because of moisture or moisture bulging, thereby press the lower inner surface of gutter member tightly, to seal up the slit between gutter member and the base plate.So,, just can obtain the structure that intercepts water completely of bottom only by covering base plate with the gutter member.Like this, just become such as the operation of every troubles such as perfusion mortar unnecessary.
(b) on each face in two sides of base plate, process first embedded channels, this conduit extends to the rear end continuously from top (preceding) end, and one of attaching has the member that intercepts water of water swelling in this embedded channels of each bar.Simultaneously, on the butt joint end face of one of two sides of gutter member, process second embedded channels, this second conduit along upper and lower to extending continuously.The same with the situation of first embedded channels, the also member that intercepts water that attaching has the water swelling characteristic in second embedded channels.Thereby, the member that intercepts water of each bar water swelling is all because of absorbing moisture or moisture bulging from a mobile passage or similar facilities, so that each adjacent gutter member presses together each other tightly in its butt joint end, and watertightness seal up slit between each adjacent gutter member, and identical therewith, any seam between gutter member and the base plate also obtains the sealing of watertightness.(claim 2).

Claims (2)

1. the structure that intercepts water of a roadside raceway groove is characterized in that it comprises:
One gutter member, it is made for portal structures, and this member has a bottom of opening wide, and a plurality of described gutter members couple together one by one and constitute a flow channel;
One base plate, two side are assembled on the lower inner surface of described gutter member;
, an embedded channels that on each side of two sides of described base plate, processes, and this conduit extends to its rear end continuously from its front end; And
One has the member that intercepts water of water swelling characteristic, it is secured in the described embedded channels of each bar, and the moisture bulging that infeeds because of absorption, and its watertightness ground contacts with the lower inner surface of described gutter member, thereby can seal any slit or connecting portion between described gutter member and the described base plate.
2. the structure that intercepts water of a gutter member is characterized in that it comprises:
One gutter member, it is made for portal structures, and this member has a bottom of opening wide, and a plurality of described gutter members couple together one by one and constitute a flow channel;
One base plate, two side are assembled on the lower inner surface of described gutter member;
One first embedded channels, its each bar be processed come out on a side of described base plate respectively, and this conduit extends to its rear end continuously from its front end;
One second embedded channels, it is at least one butt joint of described gutter member processed come out on end face, and its along upper and lower to extending continuously; And
A kind of member that intercepts water, it is made by the material with water swelling characteristic, it is secured to first and second embedded channels among both, the moisture that the described member that intercepts water infeeds by absorption and bulging, to press the lower inner surface of described gutter member tightly, so that seal up to watertightness any slit between described gutter member and the described base plate, moreover, the described member that intercepts water also seals up to watertightness any slit or the connecting portion between each adjacent gutter member, and the end face that respectively docks of the gutter member that each is adjacent is pressed against each other and reclines.
CN 96100658 1995-01-26 1996-01-18 Water cut-off construction of side ditch Expired - Fee Related CN1070567C (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP2996595A JP2696680B2 (en) 1995-01-26 1995-01-26 Water stop structure of gutter
JP29965/1995 1995-01-26
JP29965/95 1995-01-26

Publications (2)

Publication Number Publication Date
CN1134493A true CN1134493A (en) 1996-10-30
CN1070567C CN1070567C (en) 2001-09-05

Family

ID=12290692

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 96100658 Expired - Fee Related CN1070567C (en) 1995-01-26 1996-01-18 Water cut-off construction of side ditch

Country Status (2)

Country Link
JP (1) JP2696680B2 (en)
CN (1) CN1070567C (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101956368A (en) * 2009-07-16 2011-01-26 東拓工业株式会社 Simple and easy water drainage part, simple and easy dewatering installation and job practices thereof
CN102395732A (en) * 2009-09-03 2012-03-28 史东翠普有限责任公司 Module and assembly for managing the flow of water

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4887038B2 (en) * 2005-12-19 2012-02-29 株式会社サンリツ Side groove connection structure
CN103422564A (en) * 2013-08-20 2013-12-04 深圳市晋宁鹏实业有限公司 Multifunctional highway roadside pipeline

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101956368A (en) * 2009-07-16 2011-01-26 東拓工业株式会社 Simple and easy water drainage part, simple and easy dewatering installation and job practices thereof
CN101956368B (en) * 2009-07-16 2014-07-23 東拓工业株式会社 Simply structured dewatering element, simply structured dewatering device and construction method thereof
CN102395732A (en) * 2009-09-03 2012-03-28 史东翠普有限责任公司 Module and assembly for managing the flow of water
CN102395732B (en) * 2009-09-03 2014-08-20 史东翠普有限责任公司 Module and assembly for managing the flow of water
CN104131520A (en) * 2009-09-03 2014-11-05 史东翠普有限责任公司 Module and assembly for managing flow of water

Also Published As

Publication number Publication date
JPH08199666A (en) 1996-08-06
JP2696680B2 (en) 1998-01-14
CN1070567C (en) 2001-09-05

Similar Documents

Publication Publication Date Title
US5888023A (en) Seal arrangement for tubular tunnel segments
FR2566814B1 (en) PREFABRICATED SUPPORT ELEMENTS FOR THE PROTECTION, REINFORCEMENT AND / OR COATING OF EXCAVATIONS, ANCHORING AND ASSEMBLY DEVICES AND METHOD FOR IMPLEMENTING SUCH ELEMENTS AND DEVICES
CA2242148A1 (en) Method of sealing joints between adjacent sheet piling sections to form a continuous barrier and barriers formed using said method
CN1070567C (en) Water cut-off construction of side ditch
JPH0752229Y2 (en) Drainage mass
US6374559B1 (en) Sealed expansion joint
CN1070569C (en) Water cut-off construction of side ditch
CN214696176U (en) Waterproof construction at building expansion joint
JPH0122025Y2 (en)
JPH0223662Y2 (en)
JPH0139830Y2 (en)
KR102375750B1 (en) Expansion joint with excellent waterproof
CN207776193U (en) A kind of intercepting ditch construction of one layer of curtain wall facade of building
JPH0776888A (en) Rain recess structure for outer wall plate joint
KR100316849B1 (en) Waterproofing structure at joints between precast concrete segment block
JP3614945B2 (en) Mounting structure and mounting method of outer wall material and wall panel with outer wall material
JPH0657830A (en) Water stop structure for joining part of cement plates made by extrusive molding
JPH04189939A (en) Waterproof construction method for joint between panels
JPH061680Y2 (en) Water leakage device
JP2000027323A (en) Drain guiding material in external wall joint crossing
JPH02292499A (en) Concrete joint water-proof construction in tunnel, side frame to be used for this construction, and concrete joint water-proof-mechanism in tunnel
JPH03208933A (en) Water proof structure of external wall
JPH02272200A (en) Headrace method for water leakage in tunnel
JPH0645116Y2 (en) Fume pipe joint structure for propulsion
CH694490A5 (en) Seal assembly and the use thereof.

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee