CN207062686U - Precast assembly concrete saucer type gutter - Google Patents
Precast assembly concrete saucer type gutter Download PDFInfo
- Publication number
- CN207062686U CN207062686U CN201721010014.7U CN201721010014U CN207062686U CN 207062686 U CN207062686 U CN 207062686U CN 201721010014 U CN201721010014 U CN 201721010014U CN 207062686 U CN207062686 U CN 207062686U
- Authority
- CN
- China
- Prior art keywords
- assembly concrete
- gutter
- concrete
- bottom assembly
- gutter body
- 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.)
- Expired - Fee Related
Links
Landscapes
- Sewage (AREA)
Abstract
The utility model discloses a kind of precast assembly concrete saucer type gutter, solves the problems, such as the easily embedded tamper of gutter body corner in the prior art.Its drip irrigation device is a kind of precast assembly concrete saucer type gutter, including gutter body, the gutter body is mainly made up of multiple bottom assembly concretes and multiple side assembly concretes spliced in bottom assembly concrete both sides, the side assembly concrete includes the lap segment to connect parallel to bottom assembly concrete and with bottom assembly concrete and the side section being connected with lap segment, make corner's sequence with gutter body at the gap place of joint between the side assembly concrete and bottom assembly concrete, reach gutter corner with being misplaced at caused gap after assembling, the tamper in gutter is avoided to be embedded in the corner of gutter, consequently facilitating the purpose of gutter is drawn clearly.
Description
Technical field
Road field is the utility model is related to, in particular, is related to a kind of precast assembly concrete saucer type gutter.
Background technology
Gutter is referred to collect and excluding road surface, curb and the flowing water of side slope, in the ditch that roadbed both sides are set.Such as
Patent announcement number is that CN203393536U utility model discloses a kind of gutter, including gutter body, in addition to is located at
The FRP bottom plates casing of the gutter body bottom portion and the FRP web casings positioned at the gutter body both sides, the FRP bottom plates
Casing and the FRP webs casing are arranged vertically to form rectangle gutter structure, are provided with above the FRP webs casing
FRP cover plates.
Gutter is formed by bottom plate casing and web cabinet arrangement, but bottom plate casing and the gap of web casing joint
The exactly corner of gutter, because of the most easy accumulated plugging thing of the corner of gutter, while because water drops down onto along under web wall box
In gutter, Secondary Shocks are caused again to be deposited in the tamper of corner so that in tamper insertion gap, so as to cause gutter turning
The problem of being not easy to draw clearly at gap.
Utility model content
The purpose of this utility model is to provide a kind of precast assembly concrete saucer type gutter, changes the assembling mode of gutter, will
Gutter corner avoids the tamper in gutter from being embedded in the corner of gutter, so as to just with being misplaced at caused gap after assembling
In drawing gutter clearly.
Above-mentioned technical purpose of the present utility model technical scheme is that：A kind of precast assembly concrete is shallow
Dish-like gutter, including gutter body, the gutter body mainly by multiple bottom assembly concretes and multiple splice in bottom assembly concrete two
The side assembly concrete of side is formed, the side assembly concrete include the lap segment to connect parallel to bottom assembly concrete and with bottom assembly concrete and with
The connected side section of lap segment, place where making the gap of joint between the side assembly concrete and bottom assembly concrete and gutter body
Corner's sequence.
By using above-mentioned technical proposal, gutter body includes bottom assembly concrete and side assembly concrete, and assembly concrete in side includes taking
Section and side section are connect, is coordinated by lap segment with bottom assembly concrete and connected, so as to form gutter body, because lap segment is parallel to bottom spelling
Concrete is filled to set, then the corner of gutter body be located at the joining place of lap segment and side section in side assembly concrete, and side assembly concrete and
The gap of joint therefore corner's sequence with gutter body, avoid the intrinsic tamper of gutter embedding between bottom assembly concrete
Enter the corner of gutter body, consequently facilitating drawing gutter body clearly.
It is of the present utility model to be further disposed in towards side in gutter body between the side section and lap segment
Joining place is through the first arc transition, and the side section is tilted towards outer setting from bottom assembly concrete to gutter body openings direction.
By using above-mentioned technical proposal, the first circular arc is set, and side section is obliquely installed, so as to increase in gutter body
Corner angle, effectively avoid gutter body corner be detained tamper, be obliquely installed simultaneously, optimization side assembly concrete by
Power, to reduce side assembly concrete thickness so as to reduce cost.
It is of the present utility model to be further disposed in the side assembly concrete includes setting parallel to bottom assembly concrete and and road
The linkage section that edge connects.
By using above-mentioned technical proposal, linkage section is set, and linkage section is set parallel to bottom assembly concrete, through linkage section
Setting avoids sinking into soil under side assembly concrete, so as to improve the stability of gutter body construction.
It is of the present utility model to be further disposed in the joint of the bottom assembly concrete and lap segment respectively there is tongue and groove to connect
The tenon and caulking groove connect.
By using above-mentioned technical proposal, tenon is set with caulking groove to realize that tongue and groove connects, strengthens the connection of gutter body
The shearing resistance at place and bending tensile strength, the long-term Stability Analysis of Structures of gutter body is kept, reduces the maintenance workload during operation；Increase
The contact area of bottom assembly concrete and side assembly concrete, and the track in both joint gaps has turning, reduces and is oozed from gutter body
Enter the moisture in soil, improve displacement.
It is of the present utility model to be further disposed in the substance of the side assembly concrete is more than the substance of bottom assembly concrete, described
Tenon is provided close to flush at the lower surface of bottom assembly concrete both sides and with lower surface.
By using above-mentioned technical proposal, tenon is arranged on downside, the part of caulking groove upper side wall is located at through side assembly concrete
The tenon of bottom assembly concrete is compressed, avoids the loosening of bottom assembly concrete, and bottom can be compacted on soil while installation side assembly concrete
Assembled concrete, it is easy to the installation of bottom assembly concrete.
It is of the present utility model to be further disposed in the substance of the side assembly concrete is more than the substance of bottom assembly concrete, and institute
State the middle part that tenon is located at bottom assembly concrete both sides.
By using above-mentioned technical proposal, tenon is arranged on middle part, then gutter body is arranged at the larger soil of water content
In earth, assembly concrete in side is located at the part both supports tenon of caulking groove lower wall, avoids bottom assembly concrete from sinking to soil.
It is of the present utility model to be further disposed in the substance of the side assembly concrete is less than the substance of bottom assembly concrete, and institute
Tenon is stated to be provided close at the upper surface of bottom assembly concrete both sides and and upper surface flush.
By using above-mentioned technical proposal, tenon is arranged on upside, and the substance of side assembly concrete is smaller, then gutter body is set
It is placed in the less soil of water content, tenon can support the part that assembly concrete in side is located at caulking groove upper side wall, can avoid side assembly concrete
The overweight soil for causing gutter body side-walls loosens, so as to improve the stability of gutter body construction.
It is of the present utility model to be further disposed in the side assembly concrete is between side section and linkage section towards gutter
Joining place on the inside of body is through the second arc transition.
By using above-mentioned technical proposal, the second circular arc is set, is easy to guide water flowing, so as to avoid road surface ponding
When very few, if right angle transition, right angle joining place that water can be rested between side section and linkage section, so as to be not easy to collect water
Stream.
In summary, the utility model has the advantages that：Gutter body includes bottom assembly concrete and side assembly concrete, and
Assembly concrete in side includes lap segment and side section so that the gap of joint and gutter body between side assembly concrete and bottom assembly concrete
Corner's sequence, the corner of the intrinsic tamper insertion gutter body of gutter is avoided, consequently facilitating drawing gutter body clearly.
Brief description of the drawings
Fig. 1 is the schematic diagram of embodiment one；
Fig. 2 is the schematic diagram of embodiment two；
Fig. 3 is the schematic diagram of embodiment three.
In figure, 1, bottom assembly concrete；11st, tenon；2nd, side assembly concrete；21st, lap segment；211st, caulking groove；22nd, side section；23rd, even
Connect section；3rd, the first circular arc；4th, the second circular arc.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Embodiment one：
As shown in figure 1, a kind of precast assembly concrete saucer type gutter, including gutter body, gutter body are set by multiple correspondences
The bottom assembly concrete 1 and side assembly concrete 2 put are spliced to form, and the substance of bottom assembly concrete 1 is less than the substance of side assembly concrete 2, in this implementation
In example, the substance of bottom assembly concrete 1 is 31kg, and the substance of side assembly concrete 2 is 54kg.Side assembly concrete 2 is arranged on the two of bottom assembly concrete 1
Side, side assembly concrete 2 include linkage section 23, side section 22 and the lap segment 21 being sequentially connected.
Wherein, bottom assembly concrete 1 is provided with tenon 11 with the both sides that side assembly concrete 2 connects, and tenon 11 is positioned close to bottom
At the lower surface of the assembled both sides of concrete 1, and flushed with the lower surface of bottom assembly concrete 1.
The lap segment 21 of side assembly concrete 2 is set parallel to bottom assembly concrete 1 so that lap segment 21 and bottom assembly concrete 1 it
Between joint gap where place and gutter body corner's sequence, avoid dropping down onto in gutter body along under side assembly concrete 2
Water slug gutter body corner tamper（Do not illustrated in figure）, so as to prevent tamper insertion lap segment 21 and bottom from spelling
Between dress concrete 1 in the gap of joint, to draw gutter body clearly.
And lap segment 21 offers the caulking groove 211 being embedded in for tenon 11, pass through the tongue and groove connection side of tenon 11 and caulking groove 211
Formula, so as to increase the contact area of bottom assembly concrete 1 and side assembly concrete 2, and the track in both joint gaps has turning, reduces
The moisture penetrated into from gutter body in soil, improves displacement, while is located at the part of the upper side wall of caulking groove 211 through side assembly concrete 2
The tenon 11 of bottom assembly concrete 1 is compressed, avoids the loosening of bottom assembly concrete 1, and can be pressed while installation side assembly concrete 2 on soil
Real bottom assembly concrete 1, is easy to the installation of bottom assembly concrete 1.
Side section 22 is connected with lap segment 21, and in the joining place towards side in gutter body through the transition of the first circular arc 3,
It is the corner of gutter body at where first circular arc 3, and side section 22 is inclined from lap segment 21 to gutter body openings direction
Oblique outer setting, so as to increase the angle of the intrinsic corner of gutter, gutter body corner is effectively avoided to be detained tamper.
The linkage section 23 being connected with side section 22 is set parallel to bottom assembly concrete 1, for connecting at road edge, and even
The upper surface for connecing section 23 flushes with upper road surface, and the setting through linkage section 23 avoids sinking into soil under side assembly concrete 2, so as to
Improve the stability of gutter body construction.And side section 22 and linkage section 23 towards side in gutter body joining place through the
The transition of two circular arc 4, it is easy to guide water flowing, during so as to avoid road surface ponding very few, water rests on side section 22 with being connected
Joining place between section 23.
Embodiment two：
As shown in Fig. 2 being with the difference of embodiment one, tenon 11 is arranged on the middle part of the both sides of bottom assembly concrete 1, then
Caulking groove 211 is located at the middle part of lap segment 21 in side assembly concrete 2, then side assembly concrete 2 is located at the part both supports of the lower wall of caulking groove 211
Tenon 11, when gutter body is arranged in the excessive soil of water content, because the water content of soil surface is relatively small, then side is spelled
Fill the support force suffered by the linkage section 23 of concrete 2 and can support bottom assembly concrete 1, avoid bottom assembly concrete 1 from sinking to soil.
Embodiment three：
As shown in figure 3, being with the difference of embodiment two and embodiment three, tenon 11 is positioned close to bottom assembly concrete
At the upper surface of 1 both sides, and with the upper surface flush of bottom assembly concrete 1, then caulking groove 211 be located at the upper of lap segment 21 in side assembly concrete 2
Portion, and the substance of now side assembly concrete 2 is less than the weight of bottom assembly concrete 1, when gutter body is arranged at the relatively low soil of water content
When middle, because the flat contact soil erosion of bottom assembly concrete 1 is larger, by larger support force, tenon 11 can support side assembly concrete 2
In the part of the upper side wall of caulking groove 211, the overweight soil for causing gutter body side-walls of side assembly concrete 2 can be avoided to loosen, so as to carry
The stability of high gutter body construction.
This specific embodiment is only that it is not to limitation of the present utility model, ability to explanation of the present utility model
Field technique personnel can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but
As long as all protected in right of the present utility model by Patent Law.
Claims (8)
1. a kind of precast assembly concrete saucer type gutter, including gutter body, it is characterised in that：The gutter body is mainly by multiple
Bottom assembly concrete (1) and multiple side assembly concrete (2) compositions spliced in bottom assembly concrete (1) both sides, the side assembly concrete (2) include
The lap segment (21) to connect parallel to bottom assembly concrete (1) and with bottom assembly concrete (1) and the side section being connected with lap segment (21)
(22) corner's phase with gutter body at the gap place of joint between the side assembly concrete (2) and bottom assembly concrete (1), is made
Dislocation.
2. precast assembly concrete saucer type gutter according to claim 1, it is characterised in that：The side section (22) and overlap joint
Between section (21) towards side in gutter body joining place through the first circular arc (3) transition, and the side section (22) is spelled the bottom of from
Dress concrete (1) is tilted towards outer setting to gutter body openings direction.
3. precast assembly concrete saucer type gutter according to claim 2, it is characterised in that：The side assembly concrete (2) includes
The linkage section (23) for setting parallel to bottom assembly concrete (1) and connecting with road edge.
4. precast assembly concrete saucer type gutter according to claim 1, it is characterised in that：The bottom assembly concrete (1) and take
Connect the joint of section (21) has the tenon (11) and caulking groove (211) of tongue and groove connection respectively.
5. precast assembly concrete saucer type gutter according to claim 4, it is characterised in that：The list of the side assembly concrete (2)
The great substance in bottom assembly concrete (1), the tenon (11) is provided close at the lower surface of bottom assembly concrete (1) both sides and and following table
Face flushes.
6. precast assembly concrete saucer type gutter according to claim 4, it is characterised in that：The list of the side assembly concrete (2)
The great substance in bottom assembly concrete (1), and the tenon (11) is located at the middle part of bottom assembly concrete (1) both sides.
7. precast assembly concrete saucer type gutter according to claim 4, it is characterised in that：The list of the side assembly concrete (2)
Again be less than bottom assembly concrete (1) substance, and the tenon (11) be provided close at the upper surface of bottom assembly concrete (1) both sides and with it is upper
Surface flushes.
8. precast assembly concrete saucer type gutter according to claim 3, it is characterised in that：The side assembly concrete (2) is located at
Towards the joining place on the inside of gutter body through the second circular arc (4) transition between side section (22) and linkage section (23).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721010014.7U CN207062686U (en) | 2017-08-12 | 2017-08-12 | Precast assembly concrete saucer type gutter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721010014.7U CN207062686U (en) | 2017-08-12 | 2017-08-12 | Precast assembly concrete saucer type gutter |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207062686U true CN207062686U (en) | 2018-03-02 |
Family
ID=61515413
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721010014.7U Expired - Fee Related CN207062686U (en) | 2017-08-12 | 2017-08-12 | Precast assembly concrete saucer type gutter |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207062686U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109083125A (en) * | 2018-07-18 | 2018-12-25 | 五冶集团上海有限公司 | Temporary drainage ditch construction method under the conditions of a kind of subgrade |
-
2017
- 2017-08-12 CN CN201721010014.7U patent/CN207062686U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109083125A (en) * | 2018-07-18 | 2018-12-25 | 五冶集团上海有限公司 | Temporary drainage ditch construction method under the conditions of a kind of subgrade |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209384444U (en) | A kind of fabricated shear wall vertical connection structure | |
| CN107012887B (en) | Prefabricated pin-connected panel node of arc top utility tunnel piecemeal | |
| CN109555153B (en) | Assembled ecological gravity type retaining wall | |
| CN106835880A (en) | Highway lateral support type peg board formula is without earth roadbed | |
| CN205171549U (en) | Piping lane prefab and prefabricated formula utility tunnel | |
| CN108560586A (en) | Half prefabricated assembled pipe gallery and its construction method | |
| CN207062686U (en) | Precast assembly concrete saucer type gutter | |
| CN203393740U (en) | Integral reinforced concrete foundation structure for assembling drainage pipelines | |
| CN211421240U (en) | Siphon type rainwater collection and drainage tank applied to sponge city | |
| CN209264097U (en) | A kind of embedded type sensor mounting groove | |
| CN208122872U (en) | For Tunnel corrugated steel plate | |
| CN109469099A (en) | Assembled underground pipe gallery | |
| CN205917862U (en) | Connected node on basis | |
| CN209585117U (en) | A kind of prefabricated piping lane of hydraulic engineering | |
| CN212248930U (en) | Plant roof boarding construction structures | |
| CN211256717U (en) | Rapid splicing assembly type culvert | |
| CN204023348U (en) | Fast-type backroad hard surface | |
| CN209353367U (en) | On across active service highway door opening bracket upright post basis | |
| CN204023368U (en) | The rolling device of groove is formed for backroad construction | |
| CN208486229U (en) | A kind of combinable staged water blocking weir plate and water-retaining structure | |
| CN108560590A (en) | The cup slot joint structure and its construction method of assembled pipe gallery | |
| CN102677660B (en) | Quick pile-forming method and method for quickly building urban flyover by quick pile-forming method | |
| CN112171881A (en) | Prefabricated box girder pedestal modified from prefabricated T girder and modification method thereof | |
| CN204023347U (en) | Split fast-type backroad hard surface | |
| CN206591633U (en) | Cushion cap raft board connected node of different elevations in concrete partition wall both sides |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180302 Termination date: 20190812 |