CN209243872U - Gutter in construction site - Google Patents
Gutter in construction site Download PDFInfo
- Publication number
- CN209243872U CN209243872U CN201821694101.3U CN201821694101U CN209243872U CN 209243872 U CN209243872 U CN 209243872U CN 201821694101 U CN201821694101 U CN 201821694101U CN 209243872 U CN209243872 U CN 209243872U
- Authority
- CN
- China
- Prior art keywords
- groove
- gutter
- drainage groove
- construction site
- drainage
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 75
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 42
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 210000002421 cell wall Anatomy 0.000 claims description 13
- 238000003466 welding Methods 0.000 claims description 11
- 238000000034 method Methods 0.000 claims description 5
- 230000000694 effects Effects 0.000 description 6
- 239000002689 soil Substances 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000003973 paint Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000009428 plumbing Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
Landscapes
- Sewage (AREA)
Abstract
The utility model embodiment provides the gutter in a kind of construction site, comprising: the basic groove being opened in construction site；The drainage groove being located in the basic groove is filled with concrete between the external groove sidevall of the drainage groove and the internal groove side wall of the basic groove；The support construction of the support construction being symmetrically embedded in the concrete of the drainage groove two sides, every side is made of more reinforcing bars；It is covered on the protection cover net of the notch of the drainage groove, the length of the basis groove, the drainage groove and the protection cover net is identical.By gutter provided by the utility model, the rutting resistance in the gutter in construction site is improved, gutter damage, deformation is prevented, guarantees the proper drainage in gutter, the field for then improving construction site holds field looks.
Description
Technical field
The utility model relates to Municipal Engineering Construction fields, and in particular, to the gutter in a kind of construction site.
Background technique
In Building Construction, when the outward transport of dregs in place, soil is often trickled down in construction site, due to
It puts more effort to civilized construction, Dust Improvement, needs to carry out the flushing operation of construction site constantly, this creates the terminal a large amount of
Aproll.It is normally carried out to avoid these aprolls from residing in construction site influence construction, needs that gutter is arranged on construction ground,
Aproll is discharged in time.
Traditional water discharge method is one bright ditch of interior excavation, and the leaf grating for down pipe in bright ditch surface cover on construction ground, however
It often has Construction traffic in construction site to walk on gutter, with the long duration of action of heavy-duty vehicle load, gutter
Gradually start it is damaged, collapse, can not proper drainage, hold field looks to field and bring a negative impact.
Utility model content
For the gutter in construction site in the prior art can not Rut resistance, technical problem easy to damage, this is practical new
Type provides the gutter in a kind of construction site, can be improved the Rut resistance mud ability in gutter using the gutter, guarantees
Field when construction holds field looks.
To achieve the above object, the gutter in construction site provided by the utility model includes: to be opened in construction site
Interior basic groove；The drainage groove being located in the basic groove, the external groove sidevall of the drainage groove and the foundation ditch
Concrete is filled between the internal groove side wall of slot；The support construction being symmetrically embedded in the concrete of the drainage groove two sides, it is each
The support construction of side is made of more reinforcing bars；It is covered on the protection cover net of the notch of the drainage groove, the basis groove,
The length of the drainage groove and the protection cover net is identical.
Optionally, the section of the basic groove is in inverted trapezoidal.
Optionally, the gradient of the cell wall of the basic groove is between 40 ° -50 °.
Optionally, the more reinforcing bars include being parallel to the firm reinforcing bar of the drainage groove cell wall and perpendicular to the row
The Rut resistance reinforcing bar of ditch groove groove wall.
Optionally, the gutter further includes the salient angle protection being symmetrically disposed at the notch salient angle of the drainage groove
Part.
Optionally, the salient angle guard member is staggeredly welded by two angle steel towards same direction, wherein an angle steel
Side vertical welding in the side of another angle steel to form limit angle, the two sides of the protection cover net are erected on the limit
At parallactic angle.
Optionally, the firm reinforcing bar and the Rut resistance reinforcing bar pass through perforation plug welding work with the salient angle guard member respectively
Skill connection.
Optionally, the notch height of the basic groove is lower than the ground level of the construction site, the drainage groove
Notch height lower than the basic groove notch height.
By technical solution provided by the utility model, the utility model is at least had the following technical effect that
Gutter in the construction site of the utility model by basic groove, the drainage groove being located in basic groove,
Support construction and protection cover net composition, are filled with concrete, while in drainage groove two between basic groove and drainage groove
Support construction is also embedded in the concrete of side, support construction is made of more reinforcing bars.Concrete has stronger compression strength,
Reinforcing bar has stronger tensile strength, can improve the mechanical property in gutter under the collective effect of concrete and support construction
Matter improves the rutting resistance in the gutter in construction site, prevents gutter damage, deformation, guarantees the normal row in gutter
Water, the field for then improving construction site hold field looks.
Other features and advantages of the utility model will the following detailed description will be given in the detailed implementation section.
Detailed description of the invention
Fig. 1 is the cross-sectional view in the gutter in construction site provided by the embodiment of the utility model；
Fig. 2 is support construction and salient angle guard member in gutter in construction site provided by the embodiment of the utility model
Schematic diagram；
Fig. 3 be construction site provided by the embodiment of the utility model in gutter in alert flag schematic diagram.
Description of symbols
11 12 drainage grooves of basic groove
13 support constructions 14 protect cover net
15 salient angle guard members 131 consolidate reinforcing bar
132 Rut resistance reinforcing bar, 151 limit angle
152 alert flags
Specific embodiment
It is described in detail below in conjunction with specific embodiment of the attached drawing to the utility model embodiment.It should be understood that
It is that specific embodiment described herein is merely to illustrate and explains the utility model embodiment is not limited to this reality
Use new embodiment.
It should be noted that in the absence of conflict, the feature in the embodiments of the present invention and embodiment can
To be combined with each other.
In the present invention, in the absence of explanation to the contrary, the noun of locality used such as " upper and lower, top, bottom " is usually
Be for direction shown in the drawings either for it is vertical, vertically or on gravity direction for each component mutual alignment
Relationship description word.
The utility model will be described in detail below with reference to the accompanying drawings and embodiments.
Referring to FIG. 1, the utility model embodiment provides the gutter in a kind of construction site, which includes: out
Basic groove 11 in construction site；The drainage groove 12 being located in the basic groove 11, the drainage groove 12
External groove sidevall and the basic groove 11 internal groove side wall between be filled with concrete；Symmetrically it is embedded in 12 two sides of drainage groove
The support construction 13 of support construction 13 in concrete, every side is made of more reinforcing bars；It is covered on the drainage groove 12
Notch protection cover net 14, it is described basis groove 11, the drainage groove and it is described protection cover net 14 length it is identical.
Specifically, the gutter in the embodiment of the present application is opened in the middle part of construction site, and gutter includes basic groove
11 and drainage groove 12, concrete, the coagulation of 12 two sides of drainage groove are filled between basic groove 11 and drainage groove 12
The support construction 13 made of more reinforcing bars is embedded in soil.When aproll occurs in construction site, aproll is along construction site ground
The gradient flow into drainage groove 12, and construction site is discharged along drainage groove 12, facilitates the construction in place, keep construction field
The civilized construction on ground.When Construction traffic is by gutter, Construction traffic load is heavier, can generate biggish pressure to gutter,
Gutter, which is easily deformed, under the effect of the pressure collapses.In the embodiment of the present application, more reinforcing bars, coagulation are buried in concrete
Soil has good compression strength, can resist Construction traffic to the pressure in gutter, improve the anti-pressure ability in gutter, reinforcing bar
With good tensile strength, gutter deformation can be prevented, improves the non-deformability in gutter.Therefore in concrete and branch
Under the collective effect of support structure, capable of preventing gutter, deformation occurs, collapses, and improves the rutting resistance in gutter, the row of raising
The service life in ditch enables gutter that the aproll in construction site is normally discharged, and guarantees that the field of construction site holds field looks.
Optionally, the section of the basic groove 11 is in inverted trapezoidal.
Specifically, the section of basic groove 11 be in inverted trapezoidal, can guarantee Construction traffic when by gutter, foundation ditch
The cell wall uniform force of slot 11 and good, slows down gutter deformation, damage.
Optionally, the gradient of the cell wall of the basic groove 11 is between 40 ° -50 °.
Specifically, the gradient of cell wall can better ensure that basic groove 11 between 40 ° -50 ° in the embodiment of the present application
Cell wall uniform force avoids the deformation in gutter, provides better drainage effect for construction site.
Optionally, the more reinforcing bars include be parallel to 12 cell wall of drainage groove firm reinforcing bar 131 and perpendicular to
The Rut resistance reinforcing bar 132 of 12 cell wall of drainage groove.
Specifically, in the embodiment of the present application, the reinforcing bar along multiple draw directions is embedded in concrete, including be parallel to
The firm reinforcing bar 131 of 12 cell wall of drainage groove and Rut resistance reinforcing bar 132 perpendicular to 12 cell wall of drainage groove.Firm reinforcing bar 131
The inside for vertically going deep into drainage groove, can prevent gutter to be displaced, improve the overall stability in gutter, Rut resistance reinforcing bar
132 along the transverse direction setting for being parallel to construction site surface, when can prevent Construction traffic from walking on gutter, plumbing
Ditch brings cross directional stretch to deform.Bring comprehensive in collective effect discharge ditch by consolidating reinforcing bar 131 and Rut resistance reinforcing bar 132
Protection, prevent gutter in the stretcher strain of transverse direction, vertical direction, improve the rutting resistance in gutter, guarantee gutter
Proper drainage.
Optionally, the gutter further includes the salient angle protection being symmetrically disposed at the notch salient angle of the drainage groove 12
Part 15.
Specifically, when Construction traffic is by gutter, due to being in salient angle shape at the notch of drainage groove 12, at notch
Contact area is small, and Construction traffic is big to the pressure of notch, and the concrete at notch is easy to cracking, damage.According to the application's
Technical solution is provided with salient angle guard member 15 at the notch salient angle of drainage groove 12, and salient angle guard member 15 can be by gutter
The notch salient angle of slot 12 wraps, and prevents Construction traffic from damaging to the notch salient angle of drainage groove 12, improves gutter
Service life.
Optionally, the salient angle guard member 15 is staggeredly welded by two angle steel towards same direction, wherein an angle
The side vertical welding of steel in the side of another angle steel to form limit angle 151, set up by the two sides of the protection cover net 14
At the limit angle 151.
Specifically, referring to FIG. 2, salient angle guard member 15 is staggeredly welded by two angle steel, wherein the side of an angle steel
Side and the side of another angle steel form limit angle 151, the both sides of cover net 14 can will be protected to be erected in limit angle 151.It is excellent
Selection of land, salient angle guard member 15 are made of Zinc-coated angle steel, and angle steel surface has hot galvanized layer, have good resistance to corrosion,
The service life of salient angle guard member 15 can be further increased, brings comprehensive protection for gutter.
Optionally, the firm reinforcing bar 131 and the Rut resistance reinforcing bar 132 are respectively with the salient angle guard member 15 by wearing
The connection of stopple Welding.
Specifically, more reinforcing bars of support construction 13 are connect by plug welding technique of perforating with salient angle guard member 15, when construction,
Multiple welding holes are set in two sides of salient angle guard member 15 first, firm reinforcing bar 131 and Rut resistance reinforcing bar 132 are distinguished
It is put into corresponding welding hole, then the side of firm reinforcing bar 131 and Rut resistance reinforcing bar 132 and salient angle guard member 15 is welded on one
It rises.Firm reinforcing bar 131 and Rut resistance reinforcing bar 132 is enabled to securely to weld with salient angle guard member 15 respectively using perforation plug welding method
It is connected together, guarantees that salient angle guard member 15 will not be displaced, improve the overall stability in gutter, prevent gutter deformation, collapse.
Optionally, referring to FIG. 3, being additionally provided with alert flag 152 in salient angle guard member 15, passing apply can be reminded
Worker person pays attention to gutter, avoids stepping on sky, tread in drainage groove 12.It preferably, can be in the salient angle for being exposed to place surface
The alternate paint of black Huang is brushed in guard member 15 as alert flag 152, i.e., it is beautiful, again eye-catching.
Optionally, the notch height of the basic groove 11 is lower than the ground level of the construction site, the gutter
Notch height of the notch height of slot 12 lower than the basic groove 11.
Specifically, the ground level of construction site, the basic notch height of groove 11 and the notch height of drainage groove 12
It successively reduces, can guarantee that the aproll in construction site smoothly flows into drainage groove 12, avoid aproll siltation on construction ground
In, guarantee civilized construction, improves field and hold field looks.
Optionally, protection cover net 14 is made of muti-piece leaf grating for down pipe, wherein every piece of leaf grating for down pipe is formed by reinforcement welding.It is preferred that
Leaf grating for down pipe is made in ground, the reinforcing bar big using tensile strength in the embodiment of the present application, self weight is small, can protection cover net 14 easy to disassemble
The mud in drainage groove 12 is removed, guarantees that draining is unobstructed, protection cover net 14 can also be reduced to the pressure in gutter.It is preferred that
Ground, every reinforcing bar, which is also brushed, anticorrosive paint, can prevent protection 14 rust corrosion of cover net, improve the service life in gutter.
Preferred embodiments of the present invention, still, the utility model and unlimited are described in detail in conjunction with attached drawing above
Detail in above embodiment can be to the skill of the utility model in the range of the technology design of the utility model
Art scheme carries out a variety of simple variants, these simple variants belong to the protection scope of the utility model.
It is further to note that specific technical features described in the above specific embodiments, in not lance
It in the case where shield, can be combined in any appropriate way, in order to avoid unnecessary repetition, the utility model is to each
No further explanation will be given for the possible combination of kind.
In addition, any combination can also be carried out between a variety of different embodiments of the utility model, as long as it is not disobeyed
The thought for carrying on the back the utility model, equally should be considered as content disclosed in the utility model.
Claims (8)
1. the gutter in a kind of construction site, which is characterized in that the gutter includes:
The basic groove (11) being opened in construction site；
The drainage groove (12) being located in the basic groove (11), the external groove sidevall of the drainage groove (12) and the basis
Concrete is filled between the internal groove side wall of groove (11)；
The support construction (13) being symmetrically embedded in the concrete of the drainage groove (12) two sides, the support construction (13) of every side
It is made of more reinforcing bars；
It is covered on the protection cover net (14) of the notch of the drainage groove (12), the basis groove (11), the drainage groove
(12) and the length of protection cover net (14) is identical.
2. gutter according to claim 1, which is characterized in that the section of the basis groove (11) is in inverted trapezoidal.
3. gutter according to claim 1, which is characterized in that it is described basis groove (11) cell wall gradient between
40°-50°。
4. gutter according to claim 1, which is characterized in that the more reinforcing bars include being parallel to the drainage groove
(12) the firm reinforcing bar (131) of cell wall and the Rut resistance reinforcing bar (132) perpendicular to the drainage groove (12) cell wall.
5. gutter according to claim 4, which is characterized in that the gutter further includes being symmetrically disposed on the draining
Salient angle guard member (15) at the notch salient angle of groove (12).
6. gutter according to claim 5, which is characterized in that salient angle guard member (15) the You Lianggen angle steel is towards together
One direction is staggeredly welded, wherein the side vertical welding of an angle steel is in the side of another angle steel to form limit angle
(151), the two sides of protection cover net (14) are erected at the limit angle (151).
7. gutter according to claim 6, which is characterized in that the firm reinforcing bar (131) and the Rut resistance reinforcing bar
(132) it is connect respectively with the salient angle guard member (15) by plug welding technique of perforating.
8. gutter described in any one of -7 claims according to claim 1, which is characterized in that the basis groove (11)
Notch height be lower than the ground level of the construction site, the notch height of the drainage groove (12) is lower than the foundation ditch
The notch height of slot (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821694101.3U CN209243872U (en) | 2018-10-18 | 2018-10-18 | Gutter in construction site |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821694101.3U CN209243872U (en) | 2018-10-18 | 2018-10-18 | Gutter in construction site |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209243872U true CN209243872U (en) | 2019-08-13 |
Family
ID=67525471
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821694101.3U Expired - Fee Related CN209243872U (en) | 2018-10-18 | 2018-10-18 | Gutter in construction site |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209243872U (en) |
-
2018
- 2018-10-18 CN CN201821694101.3U patent/CN209243872U/en not_active Expired - Fee Related
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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: 20190813 |