CN204097986U - The reinforced concrete canal of more piece plug-in type - Google Patents
The reinforced concrete canal of more piece plug-in type Download PDFInfo
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- CN204097986U CN204097986U CN201420515810.6U CN201420515810U CN204097986U CN 204097986 U CN204097986 U CN 204097986U CN 201420515810 U CN201420515810 U CN 201420515810U CN 204097986 U CN204097986 U CN 204097986U
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- Prior art keywords
- stiffening girder
- horizontal stiffening
- groove body
- prefabricated component
- type groove
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Abstract
The utility model discloses the reinforced concrete canal of a kind of more piece plug-in type, it is docked by multiple prefabricated component monomer to form, prefabricated component monomer is primarily of U-type groove body, the horizontal stiffening girder of left port and the horizontal stiffening girder of right output port are formed, the horizontal stiffening girder of left port is located on the outer wall of U-type groove body, left port is connection-peg to one section of U-type groove body of the horizontal stiffening girder of left port, the horizontal stiffening girder of right output port is located on the outer wall of U-type groove body, the horizontal stiffening girder of right output port stretches out and defines inserting groove, the inserting groove of the connection-peg in prefabricated component monomer and adjacent prefabricated component monomer plugs.Owing to adopting above-mentioned form of structure, not only effectively prevent the fracture of prefabricated component monomer, greatly strengthen the soundness of prefabricated component monomer, but also effectively prevent the dislocation of the prefabricated component monomer caused because geology is sunk, make monomer junction occur the phenomenon of seepage; The utility model also has feature that is sturdy and durable, construction install convenience.
Description
Technical field
The utility model relates to a kind of channel of farmland, the concrete canal of specifically a kind of more piece docking.
Background technology
It is CN2507913Y that State Intellectual Property Office discloses publication number on August 28th, 2002, patent name is the patent document of precast element of concrete irrigation ditch, the inside and outside wall of the longitudinal section of the sidewall of this utility model is trapezoidal, both sides, sidewall top are outwards stretched and are had eaves, eaves and sidewall shape in aggregates, the two bottom sides angle of the trapezoidal inside and outside wall of sidewall longitudinal section is circular arc R angle.This precast element of concrete irrigation ditch is when transporting, installing, its two bottom sides angular position is not easily scratched to be touched brokenly, not frangibility after stressed, the loss of decrease transport, installing, after laying, its ability of bearing ambient earth pressure is enhanced, and not easily causes fracture to leak.The streamlined design at circular arc angle also reduces the water resistance at channel bottom both sides place, is more conducive to irrigate rapidly or draining.This utility model is applicable to the Canal System Construction of farmland improvement.
There is following defect in above-mentioned patent: one is that precast element of concrete irrigation ditch is firm not, easily ruptures; Two are end faces of precast element of concrete irrigation ditch is planes, therefore adjacent precast element of concrete irrigation ditch can only simply splice, when running into certain section, the soil is porous, should sink under precast element of concrete irrigation ditch pressure in loose soil property, thus cause adjacent concrete channel prefabricated units monomer to misplace, the destruction of concrete canal can be caused time serious.And also easily there is seepage in the junction of adjacent preforms monomer.
Summary of the invention
The purpose of this utility model overcomes deficiency of the prior art, provides a kind of sturdy and durable and effectively prevent adjacent preforms monomer from misplacing and occur the reinforced concrete canal of more piece plug-in type of junction seepage.
For achieving the above object, the technical scheme that the utility model adopts is:
The reinforced concrete canal of more piece plug-in type, it is docked by multiple prefabricated component monomer to form, the end of adjacent preforms monomer plugs, described prefabricated component monomer is primarily of U-type groove body, the horizontal stiffening girder of left port and the horizontal stiffening girder of right output port are formed, on the outer wall that the horizontal stiffening girder of described left port is located at U-type groove body and near the left port of U-type groove body, left port is connection-peg to one section of U-type groove body of the horizontal stiffening girder of left port, the outer wall that the horizontal stiffening girder of described right output port is located at U-type groove body is positioned at the right output port of U-type groove body, the horizontal stiffening girder of right output port stretches out and defines inserting groove, the inserting groove of the connection-peg in prefabricated component monomer and adjacent prefabricated component monomer plugs.
The cell wall top of described U-type groove body is provided with outward extending reinforced convex beam.
Stiffener is embedded with in the horizontal stiffening girder of described left port and the horizontal stiffening girder of right output port.
The middle part of described U-type groove body is also provided with the horizontal stiffening girder in middle part, is embedded with stiffener in the horizontal stiffening girder in described middle part.
Bottom surface in the horizontal stiffening girder of described left port, the horizontal stiffening girder of the horizontal stiffening girder of right output port and middle part is all provided with the boss to downward-extension.
The external surface of the bottom of described U-type groove body is provided with longitudinal reinforced seat.
The beneficial effects of the utility model: owing to adopting above-mentioned form of structure, have set up horizontal stiffening girder in U-type groove body two-port and middle part, thus effectively prevent the fracture of prefabricated component monomer, greatly strengthen the soundness of prefabricated component monomer; Owing to adopting the form of grafting between adjacent preforms monomer, effectively prevent the dislocation of the prefabricated component monomer caused because geology is sunk, make monomer junction occur the phenomenon of seepage; Owing to having set up stiffener in horizontal stiffening girder, make prefabricated component monomer more sturdy and durable.The utility model also has the feature of construction install convenience.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail:
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of the monomer of prefabricated component shown in Fig. 1;
Fig. 3 is the top view shown in Fig. 2;
Fig. 4 is the upward view shown in Fig. 2;
Fig. 5 is the lateral view shown in Fig. 2.
In figure: 1, prefabricated component monomer; 2, U-type groove body; 3, the horizontal stiffening girder of left port; 4, connection-peg; 5, the horizontal stiffening girder of right output port; 6, inserting groove; 7, the horizontal stiffening girder in middle part; 8, boss; 9, reinforced convex beam; 10, longitudinal stiffening girder.
Detailed description of the invention
As Fig. 1, 2, shown in 3, the reinforced concrete canal of more piece plug-in type, it is docked by multiple prefabricated component monomer 1 to form, the end of adjacent preforms monomer 1 plugs, described prefabricated component monomer 1 is primarily of U-type groove body 2, the horizontal stiffening girder 3 of left port and the horizontal stiffening girder 5 of right output port are formed, the cell wall top of described U-type groove body 2 is provided with outward extending reinforced convex beam 9, on the outer wall that the horizontal stiffening girder 3 of described left port is located at U-type groove body 2 and near the left port of U-type groove body 2, left port is connection-peg 4 to one section of U-type groove body of the horizontal stiffening girder of left port, the outer wall that the horizontal stiffening girder 5 of described right output port is located at U-type groove body 2 is positioned at the right output port of U-type groove body, the horizontal stiffening girder 5 of right output port stretches out and defines inserting groove 6, connection-peg 4 in prefabricated component monomer 1 plugs with the inserting groove 6 of adjacent prefabricated component monomer.
Stiffener is embedded with in the horizontal stiffening girder 3 of described left port and the horizontal stiffening girder 5 of right output port.The middle part of U-type groove body 2 is also provided with the horizontal stiffening girder 7 in middle part, is embedded with stiffener in the horizontal stiffening girder 7 in middle part.
As shown in Figure 5, the bottom surface in the horizontal stiffening girder 3 of described left port, the horizontal stiffening girder 7 of the horizontal stiffening girder 5 of right output port and middle part is all provided with the boss 8 to downward-extension.
As shown in Fig. 1,4, the external surface of the bottom of described U-type groove body 1 is provided with longitudinal reinforced seat 10.
The above is preferred embodiment of the present utility model; certainly the interest field of the utility model can not be limited with this; should be understood that; for those skilled in the art; the technical solution of the utility model is modified or equivalent replacement, do not depart from the protection domain of technical solutions of the utility model.
Claims (6)
1. the reinforced concrete canal of more piece plug-in type, it is characterized in that: it is docked by multiple prefabricated component monomer to form, the end of adjacent preforms monomer plugs, described prefabricated component monomer is primarily of U-type groove body, the horizontal stiffening girder of left port and the horizontal stiffening girder of right output port are formed, on the outer wall that the horizontal stiffening girder of described left port is located at U-type groove body and near the left port of U-type groove body, left port is connection-peg to one section of U-type groove body of the horizontal stiffening girder of left port, the outer wall that the horizontal stiffening girder of described right output port is located at U-type groove body is positioned at the right output port of U-type groove body, the horizontal stiffening girder of right output port stretches out and defines inserting groove, the inserting groove of the connection-peg in prefabricated component monomer and adjacent prefabricated component monomer plugs.
2. the reinforced concrete canal of more piece plug-in type according to claim 1, is characterized in that: be embedded with stiffener in the horizontal stiffening girder of described left port and the horizontal stiffening girder of right output port.
3. the reinforced concrete canal of more piece plug-in type according to claim 1, is characterized in that: the cell wall top of described U-type groove body is provided with outward extending reinforced convex beam.
4. the reinforced concrete canal of more piece plug-in type according to claim 1 or 2 or 3, is characterized in that: the middle part of described U-type groove body is also provided with the horizontal stiffening girder in middle part, is embedded with stiffener in the horizontal stiffening girder in described middle part.
5. the reinforced concrete canal of more piece plug-in type according to claim 4, is characterized in that: the bottom surface in the horizontal stiffening girder of described left port, the horizontal stiffening girder of the horizontal stiffening girder of right output port and middle part is all provided with the boss to downward-extension.
6. the reinforced concrete canal of more piece plug-in type according to claim 4, is characterized in that: the external surface of the bottom of described U-type groove body is provided with longitudinal stiffening girder.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420515810.6U CN204097986U (en) | 2014-09-10 | 2014-09-10 | The reinforced concrete canal of more piece plug-in type |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420515810.6U CN204097986U (en) | 2014-09-10 | 2014-09-10 | The reinforced concrete canal of more piece plug-in type |
Publications (1)
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CN204097986U true CN204097986U (en) | 2015-01-14 |
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CN201420515810.6U Expired - Fee Related CN204097986U (en) | 2014-09-10 | 2014-09-10 | The reinforced concrete canal of more piece plug-in type |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112479027A (en) * | 2020-12-11 | 2021-03-12 | 中国十九冶集团有限公司 | Gantry crane prefabricated foundation and installation method thereof |
-
2014
- 2014-09-10 CN CN201420515810.6U patent/CN204097986U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112479027A (en) * | 2020-12-11 | 2021-03-12 | 中国十九冶集团有限公司 | Gantry crane prefabricated foundation and installation method thereof |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
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: 20150114 Termination date: 20180910 |