CN206408599U - The U-shaped gool component of spigot-and-socket precast concrete - Google Patents
The U-shaped gool component of spigot-and-socket precast concrete Download PDFInfo
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- CN206408599U CN206408599U CN201621087687.8U CN201621087687U CN206408599U CN 206408599 U CN206408599 U CN 206408599U CN 201621087687 U CN201621087687 U CN 201621087687U CN 206408599 U CN206408599 U CN 206408599U
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- gool
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- socket
- spigot
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Abstract
The utility model discloses a kind of U-shaped gool component of spigot-and-socket precast concrete, belong to farmland water conservancy works field.Gool component is to set U-shaped insert respectively on U-shaped structure, two end faces of gool component（4）With U-shaped socket component（5）, U-shaped insert（4）With U-shaped socket component（5）Cooperate；Gool component two side top outer sets the plate that binds respectively（6）, bind plate（6）Two ends set angle steel respectively（3）；The gool construction member inside circle side face is provided with radial opening hole platform（2）, gool member bottom section is provided with axially penetrating through hole（1）, through hole（1）With opening hole platform（2）It is connected.The utility model sets built-in fitting and reserving hole on gool, and gool, compared with line and bolt connection, is completely embedded survivable by steel.Due to using steel strand wires and bolt connection, remove and repair also all very convenient after disruption.
Description
Technical field
The utility model is related to a kind of a kind of precast concrete of water-drawing channel in irrigation and water conservancy auxiliary facility technical field
The structure of component, belongs to the U-shaped canal of the small-sized assembled of irrigation and water conservancy technical field.
Background technology
Concrete U-canal is widely used in farmland irrigation channel engineering, and existing precast concrete U-shaped channel has
Excessively stream condition is good, and the loss of flood peak is small, is easy to construction.But there is also its weak point, one is that U-shaped channel transverse joint is more
And seam quality is difficult to ensure, the anti-seepage effect of seam is poor；Two be to be in the milk to connect in seam crossing cement mortar abutment joint, although
Good seepage-proof property but type of attachment are poor to foundation deformation adaptability to be rigidly connected, and the connection of seam crossing is easy for destroying, and enters
And seepage capability can be deteriorated, and cement mortar seam is not easy to later period maintenance.Improve the connected mode pair of U-shaped channel joint
It is particularly significant in the anti-seepage effect for improving channel.
Utility model content
The purpose of this utility model becomes aiming at above-mentioned existing deficiency there is provided a kind of good seepage-proof property, adaptation ground
The spigot-and-socket Concrete U gool component that shape ability is strong, is easy to connection construction, is easy to later period maintenance.
To reach above-mentioned purpose, the technical solution of the utility model is as follows：A kind of U-shaped gool structure of spigot-and-socket precast concrete
Part, it is characterized in that, the gool component is to set U-shaped insert and U-shaped respectively on U-shaped structure, two end faces of gool component
Socket component, U-shaped insert cooperates with U-shaped socket component；Gool component two side top outer sets the plate that binds respectively, binds
Plate two ends set angle steel respectively；The gool construction member inside circle side face is provided with radial opening hole platform, and gool member bottom section is provided with axle
To through hole, through hole is connected with opening hole platform.
It is preferred that, the U-shaped insert outer edge includes the first hypotenuse line, the first vertical sideline, the second hypotenuse line, second
Vertical sideline, horizontal end, horizontal end are located at the U-shaped insert bottom, and horizontal end end is set gradually from bottom to top
Second vertical sideline, the second hypotenuse line, the first vertical sideline, the first hypotenuse line, the first hypotenuse line, the second hypotenuse line lean outward
Tiltedly.
It is preferred that, the U-shaped insert faces out protrusion relative to gool member end and set, and U-shaped socket component is relative to canal
Groove member end is set towards sunken inside.
It is preferred that, the plate level setting of binding, the angle steel each bound on plate is oppositely arranged.
It is preferred that, the opening hole platform includes the rectangular opening and semicircle orifice set gradually from top to bottom.
It is preferred that, the plate two ends of binding are provided with built-in fitting, and built-in fitting is welded to connect with the angle steel.
It is preferred that, the built-in fitting is welded by reinforcing bar and pad, and pad bottom sets and welds angle on reinforcing bar, pad
Steel.
It is preferred that, the gool component bottom surface is horizontal bottom, and gool component lateral wall is broken line type.
Compared with prior art, the utility model has the advantages that：
First, spigot-and-socket precast concrete U shape gool components, its shape：The gool component section Internal periphery is U
Shape, outline is broken line type, and the both sides suitable for reading of gool component are bound plate to the level of being externally provided with, and the two ends of gool component are respectively convex
Go out level bind plate insertion end and with reeded bell end, insertion end size than groove undersized, in gool bottom
Square aperture hole platform is provided with the wall of arc area side in the middle part of through hole provided with cylindrical through hole in the axial direction.
In both sides level bind plate two ends respectively set 2 built-in fittings, built-in fitting is welded by reinforcing bar and pad, and angle steel is welded
In the pad top of built-in fitting.
Second, spigot-and-socket precast concrete U shape gool components, its connected mode：Twisted in reserved through hole with steel
Line closely connects two adjacent sections Prefabricated U shape groove；Being bound in level sets built-in fitting to be welded with angle steel on plate, two adjacent sections U-shaped
Angle steel on gool is closely connected with bolt, and so adjacent U-shaped gool can be connected closely two-by-two, effectively limit U-shaped
The alternate displacement of gool seam crossing, improves the globality of channel and the ability of resistance ground inhomogeneous deformation.Seam crossing with
Expandable rubber sealing is used at square hole platform, anti-seepage effect is very good.
3rd, the utility model uses steel strand wires and bolt connection, and construction technology is simply easily mastered；It is pre-buried due to setting
Angle steel is simultaneously welded on built-in fitting by part, and section outline is broken line type, is not only easy to lift by crane but also be readily transported.Using inflatable rubber
Glue sealing antiseepage, can be with the full whole seam of highly effective filling, and expandable rubber has good ageing resistance.
Brief description of the drawings
Fig. 1 is inserting paragraph structural representation of the present utility model；
Fig. 2 is bell end structural representation of the present utility model；
Fig. 3 is the utility model opening hole platform section structure schematic diagram.
Fig. 4 is the utility model embedded part structure schematic diagram.
Fig. 5 is the utility model steel strand wires connection diagram.
Fig. 6 is adjacent angle steel latching mechanism schematic diagram of the present utility model.
Fig. 7 is the utility model angle steel and built-in fitting welding structure schematic diagram.
Fig. 8 is that the utility model uses expandable rubber joint water stop structure schematic diagram.
In figure：1 through hole, 2 opening hole platforms, 3 angle steel, 4 inserts, 5 socket components, 6 are bound plate, 7 gool components, 11 first
Hypotenuse line, 12 first vertical sidelines, 13 second hypotenuse lines, 14 second vertical sidelines, 15 horizontal ends.
Embodiment
As shown in figures 1-8, a kind of U-shaped gool component of spigot-and-socket precast concrete, gool component is U-shaped structure, gool structure
U-shaped insert 4 and U-shaped socket component 5 are set respectively on two end faces of part, U-shaped insert 4 cooperates with U-shaped socket component 5；
Gool component two side top outer sets the plate 6 that binds respectively, and the two ends of plate 6 of binding set angle steel 3 respectively；In the gool component
Periphery is provided with radial opening hole platform 2, and gool member bottom section is provided with hole 1 is axially penetrated through, and through hole 1 is connected with opening hole platform 2
It is logical.
The outer edge of U-shaped insert 4 is vertical including the first hypotenuse line 11, the first vertical sideline 12, the second hypotenuse line 13, second
Sideline 14, horizontal end 15, horizontal end 15 are located at the U-shaped insert bottom, and the end of horizontal end 15 is from bottom to top successively
Second vertical sideline 14, the second hypotenuse line 13, the first vertical sideline 12, the first hypotenuse line 11, the first hypotenuse line 11, second are set
Hypotenuse line 13 is outward-dipping.
U-shaped insert 4 faces out protrusion relative to gool member end and set, and U-shaped socket component 5 is relative to gool component end face
Cave inward setting.
The plate 6 that binds is horizontally disposed with, and the angle steel 3 each bound on plate 6 is oppositely arranged.
Opening hole platform 2 includes the rectangular opening and semicircle orifice set gradually from top to bottom.
The two ends of plate 6 bind provided with built-in fitting, built-in fitting is welded to connect with the angle steel.
Built-in fitting is welded by reinforcing bar and pad, and pad bottom sets and welds angle steel on reinforcing bar, pad.
Gool component bottom surface is horizontal bottom, and gool component lateral wall is broken line type.
Using concrete prefabricated integral spigot-and-socket precast concrete U shape gool components, gool component 7 is reserved
Through hole, is provided with square aperture hole platform 2 in the middle part of through hole, and the bind two ends of plate 6 of gool set angle steel 3 respectively,
The two ends of gool component set respectively protrusion bind plate insert 4 and set reeded socket component 5.
A kind of assembled gool component in irrigation and water conservancy field of the utility model, is characterized mainly in that：1）In gool section
Profile is still U-shaped, and outline is fold-line-shaped, because bottom surface is that planar base surface rather than arc surface are easy to put, transported.2）Adjacent canal
Groove connection is using steel strand wires and the grouting seam connection of bolt connection rather than cement mortar.3）Sealing at seam crossing and opening empty station
Material uses expandable rubber bar.
The sequence of construction of adjacent spigot-and-socket precast concrete U shape gool components：Arrangement can be swollen in the groove of socket component
Swollen rubber --- having arranged the insert insertion of another U-shaped gool in the socket component groove of expandable rubber --- uses spiral shell
Bolt bolts the angle steel at the top of the two gools so that gool top half close proximity --- steel is twisted by square aperture hole platform
The opening hole platform of line from a gool is penetrated, and is passed from the opening hole platform of another gool --- steel is twisted at two hole platforms that are open
Line is tensed and is fixed at opening hole platform so that also close proximity --- finally use is inflatable for the two adjacent gool the latter half
Rubber fills up carry out sealing to open pore platform.Angle steel bolt fastening structure is shown in Fig. 1；Steel strand wires attachment structure is shown in Fig. 2.
The utility model sets built-in fitting and reserving hole, to change gool by changing the structure of gool on gool
Connected mode.Gool, compared with line and bolt connection, is completely embedded survivable by steel.Due to being connected using steel strand wires and bolt
Connect, remove and repair also all very convenient after disruption.For seam crossing and the sealing material of opening hole platform using inflatable rubber
Adhesive tape sealing.Expandable rubber bar ageing resistance is strong, and high temperature does not trickle, and low temperature also has certain flexibility, and water-stagnating effect is very
It is good.
Claims (8)
1. a kind of U-shaped gool component of spigot-and-socket precast concrete, it is characterized in that, the gool component is U-shaped structure, gool component
Two end faces on U-shaped insert is set respectively（4）With U-shaped socket component（5）, U-shaped insert（4）With U-shaped socket component（5）Mutually
Coordinate；Gool component two side top outer sets the plate that binds respectively（6）, bind plate（6）Two ends set angle steel respectively（3）；Institute
Gool construction member inside circle side face is stated provided with radial opening hole platform（2）, gool member bottom section is provided with axially penetrating through hole（1）, through hole
（1）With opening hole platform（2）It is connected.
2. the U-shaped gool component of a kind of spigot-and-socket precast concrete according to claim 1, it is characterized in that, the U-shaped insertion
Part（4）Outer edge includes the first hypotenuse line（11）, the first vertical sideline（12）, the second hypotenuse line（13）, the second vertical sideline
（14）, horizontal end（15）, horizontal end（15）Positioned at the U-shaped insert bottom, horizontal end（15）End is from bottom to top
Set gradually the second vertical sideline（14）, the second hypotenuse line（13）, the first vertical sideline（12）, the first hypotenuse line（11）, first
Hypotenuse line（11）, the second hypotenuse line（13）It is outward-dipping.
3. the U-shaped gool component of a kind of spigot-and-socket precast concrete according to claim 1, it is characterized in that, the U-shaped insertion
Part（4）Protrusion is faced out relative to gool member end to set, U-shaped socket component（5）Set relative to gool member end towards sunken inside
Put.
4. the U-shaped gool component of a kind of spigot-and-socket precast concrete according to claim 1, it is characterized in that, the plate that binds
（6）Horizontally disposed, each bind plate（6）On angle steel（3）It is oppositely arranged.
5. the U-shaped gool component of a kind of spigot-and-socket precast concrete according to claim 1, it is characterized in that, the open pore
Platform（2）Including the rectangular opening and semicircle orifice set gradually from top to bottom.
6. the U-shaped gool component of a kind of spigot-and-socket precast concrete according to claim 1, it is characterized in that, the plate that binds
（6）Two ends are provided with built-in fitting, and built-in fitting is welded to connect with the angle steel.
7. the U-shaped gool component of a kind of spigot-and-socket precast concrete according to claim 6, it is characterized in that, the built-in fitting
It is welded by reinforcing bar and pad, pad bottom sets and welds angle steel on reinforcing bar, pad.
8. the U-shaped gool component of a kind of spigot-and-socket precast concrete according to claim 1, it is characterized in that, the gool structure
Part bottom surface is horizontal bottom, and gool component lateral wall is broken line type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621087687.8U CN206408599U (en) | 2016-09-29 | 2016-09-29 | The U-shaped gool component of spigot-and-socket precast concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621087687.8U CN206408599U (en) | 2016-09-29 | 2016-09-29 | The U-shaped gool component of spigot-and-socket precast concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206408599U true CN206408599U (en) | 2017-08-15 |
Family
ID=59547612
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621087687.8U Expired - Fee Related CN206408599U (en) | 2016-09-29 | 2016-09-29 | The U-shaped gool component of spigot-and-socket precast concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206408599U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114016472A (en) * | 2021-12-14 | 2022-02-08 | 河南省水利科学研究院 | Wall-first and bottom-second assembled type channel structure and construction method |
| CN115874580A (en) * | 2023-03-09 | 2023-03-31 | 成都凌中盈智科技服务有限公司 | Socket joint formula dovetail groove channel |
-
2016
- 2016-09-29 CN CN201621087687.8U patent/CN206408599U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114016472A (en) * | 2021-12-14 | 2022-02-08 | 河南省水利科学研究院 | Wall-first and bottom-second assembled type channel structure and construction method |
| CN114016472B (en) * | 2021-12-14 | 2024-04-16 | 河南省水利科学研究院 | Wall-first-bottom-assembled trench structure and construction method |
| CN115874580A (en) * | 2023-03-09 | 2023-03-31 | 成都凌中盈智科技服务有限公司 | Socket joint formula dovetail groove channel |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170815 Termination date: 20200929 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |