CN206693365U - Gutter inlet end module and inlet for stom water module splicing construction - Google Patents
Gutter inlet end module and inlet for stom water module splicing construction Download PDFInfo
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- CN206693365U CN206693365U CN201720339419.9U CN201720339419U CN206693365U CN 206693365 U CN206693365 U CN 206693365U CN 201720339419 U CN201720339419 U CN 201720339419U CN 206693365 U CN206693365 U CN 206693365U
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Abstract
The utility model discloses a kind of gutter inlet end module, including right plate and left plate arranged in parallel and connection right plate and the end plate of left plate one end, the upper and lower surface of end plate is respectively arranged with some lug bosses and/or depressed part, and the lug boss of neighbouring module is mutually chimeric with depressed part；A kind of inlet for stom water module splicing construction, if including dried layer module layer, each module layer includes two side wall wall groups arranged in parallel, splices first end wall group and/or the second end wall group at side wall wall group both ends respectively, the first end wall group and the second end wall group in the vertical direction of each layer of module layer are arranged alternately, side wall wall group is formed by some side wall modules are end to end, and first end wall group and the second end wall group include some end modules.It makes to be not likely to produce in process of vibrating between levels inlet for stom water module to dehisce, and advantageously ensures that the globality and structural strength of whole rain inlet structure.
Description
Technical field
A kind of construction material for constructing inlet for stom water is the utility model is related to, in particular, it is related to a kind of inlet for stom water end
Portion's module and the inlet for stom water module splicing construction constructed by the module.
Background technology
On town road, in order to collect and discharge rainwater, many pumping equipments are often provided with road, these drainings
Often the rainy mouth of a river, the double-edged fine-toothed comb that is covered in above inlet for stom water and drainage pipeline are formed facility.
Common inlet for stom water construction method is, anti-again after roadbed or sub-surface and cushion construction are complete to dig, and is built with masonry
Build or install Prefabricated block or cast-in-situ steel reinforced concrete.Authorization Notice No. is that CN101949167B Chinese patent discloses one kind
Contiuum type inlet for stom water and its construction method, the inlet for stom water include receiving pond, grate mouth and grate, and the receipts pond is by concrete modular
The wall frame constructed and the concrete being set in wall frame are formed, and the receipts pond is securely attached to grate mouth
Together, the grate mouth is rotatably connected together with grate.Wherein concrete modular includes being used to construct receiving pond flank wall
The side wall module of body, for constructing the first end module for the end wall for receiving pond, and it is equally used for constructing end wall
The second end module.First end module includes the left mould block and right mould block in specular.When putting module, in order that end
The mutual tooled joint of portion's wall adjacent layer module, constructs the first module layer and second with first end module and the second end module respectively
The end of module layer, side wall module are used for side wall.Continue to put using the disposing way of the first module layer and the second module layer
Amplification module, to receive pond wall predetermined altitude, formed receive pond wall frame, to wall frame inner core note concrete after, it is necessary to
Concrete in wall frame is vibrated so that concrete is more closely knit.And in process of vibrating, easily cause levels
Produce and dehisce between module, influence the globality and structural strength of whole rain inlet structure.
Utility model content
The purpose of this utility model is the inlet for stom water module for providing a kind of gutter inlet end module and being constructed by the module
Splicing construction, it makes to be not likely to produce in process of vibrating between levels inlet for stom water module to dehisce, whole so as to advantageously ensure that
The globality and structural strength of rain inlet structure.
Above-mentioned technical purpose of the present utility model technical scheme is that：
A kind of gutter inlet end module, including right plate arranged in parallel and left plate and connection right plate and a left side
The end plate of side plate one end, the upper and lower surface of the end plate, left plate and/or right plate are respectively arranged with some convex
Portion and/or depressed part are played, the lug boss of neighbouring module is mutually chimeric with the depressed part.
By using above-mentioned technical proposal, concrete is easily to the corner of concrete modular, end in process of vibrating
Flowing, when substantial amounts of concrete slurry pours into concrete modular corner, end, occurs between the upper and lower layer module of the opening position
The trend dehisced is produced, be i.e. the pre- run-off the straight of end module, makes to produce angle between the upper surface of upper and lower layer module and following table,
By setting mutually chimeric lug boss and depressed part, the inwall for being against depressed part of lug boss on the upper and lower surface of end plate
Place, and weaken the trend for producing and dehiscing, make not allowing to be also easy to produce angle between the upper surface of upper and lower layer module and following table, and it is recessed
The portion of falling into and lug boss interlocking, make to be laterally limited between levels module, locking end portions module is advantageous to prevent same layer mould
Loosened between block, be not easy to increase because vibrating with the connection gap between layer module, ensure the whole of whole rain inlet structure
Body and structural strength.
The utility model is further arranged to：The boss in the end plate close to it with the right plate and/
Or the junction of left plate.
By using above-mentioned technical proposal, when substantial amounts of concrete slurry pours into concrete modular corner, end, corner
Place is at most easiest to generation and dehisced by the extruding force of concrete slurry, and lug boss, which is arranged on end module and is easiest to produce, to be opened
The corner of mouth, is limited upper and lower module in the opening position, is advantageous to avoid module generation up and down to dehisce.
The utility model is further arranged to：The top surface of the right plate, left plate and end plate is each long along it
Degree direction is provided with the strip chimb to raise up.
By using above-mentioned technical proposal, when constructing the inlet for stom water module splicing construction, the lower surface of upper layer module with
The chimb contact of the upper surface of lower module, between being formed so between the lower surface of upper layer module and the upper surface of lower module
Gap, for accommodating concrete or mortar.
The utility model is further arranged to：The boss is on the inside of the chimb.
By using above-mentioned technical proposal, lug boss some exposed to the lower surface of upper layer module and lower module
When the gap location formed between upper surface, concrete or mortar flow into the gap location, it can be enclosed in exposed to the gap location
Around lug boss, lug boss is set easily to be broken because by shearing force.
The utility model is further arranged to：The outer wall of the right plate is provided with tenon and tongue-and-groove, the tenon or tenon
Groove is located at the junction of the right plate and the end plate.
By using above-mentioned technical proposal, increase right plate is provided with the mechanical strength of the opening position of tenon or tongue-and-groove, makes this
Position not cracky.
The utility model is further arranged to：The right plate offering through institute between the tongue-and-groove and tenon
State the groove of right plate.
By using above-mentioned technical proposal, the gutter inlet end module is when right plate and side wall module splice, groove energy
Enough make connection both it, realize that horizontally adjacent module cross-drilled hole communicates, be easy to core to note concrete, improve the globality of module splicing.
The utility model is further arranged to：It is provided between the right plate and the left plate some for connecting the right side
The cross-arm beam of side plate and left plate.
By using above-mentioned technical proposal, cross-arm beam plays reinforcement effect, and itself and left and right sides between left side plate
Plate encloses longitudinal through hole, makes to connect between neighbouring module, is easy to core to note concrete, improves the entirety of module splicing
Property.
The utility model is further arranged to：The tenon or tongue-and-groove are arranged on the company of the cross-arm beam and the right plate
Meet place.
By using above-mentioned technical proposal, increase right plate is provided with the mechanical strength of the opening position of tenon or tongue-and-groove, makes this
Position not cracky.
A kind of inlet for stom water module splicing construction, it is characterised in that：If including dried layer module layer, each module layer includes two
Side wall wall group arranged in parallel, splice first end wall group and/or the second end at side wall wall group both ends respectively
Portion's wall group, the first end wall group and the second end wall group in the vertical direction of each layer of module layer are arranged alternately,
The side wall wall group is formed by some side wall modules are end to end,
The first end wall group and the second end wall group include some end modules, and the end module is rainwater
Mouth end module.
By using above-mentioned technical proposal, lug boss interlocks with depressed part when vibrating, and makes between bilevel module not
Easily dehisce phenomenon, advantageously ensure that and be brought into close contact between levels module, and make to carry out horizontal stroke between levels module
To limitation, locking end portions module is advantageous to prevent from loosening between same layer module, with the connection gap between layer module not
Yi Yin vibrates and increased, and influences the globality and structural strength of whole rain inlet structure.
The utility model is further arranged to：The first end wall group includes two end modules that be arranged in parallel, and two
The left plate and right plate of the individual end module face each other, and both it between be vertically embedded into some side wall modules,
The side wall module and opposed facing left plate and right plate mortise-tenon joint, one end of the side wall wall group and first end
The end module of wall group splices away from one end of the end plate,
The second end wall group includes two end modules, and two end moulds deviate from its each end plate one end
It is mutually butted, one end of the side wall wall group connects with the end module left plate of the second end wall group and right plate Tenon
Connect.
By using above-mentioned technical proposal, can be wanted by the quantity for adjusting side wall module in side wall wall group according to construction
The length of adjustment inlet for stom water is sought, the quantity for adjusting side wall module in first end wall group and the second end wall group is i.e. adjustable
The width of inlet for stom water；Various sizes of inlet for stom water can be constructed using two kinds of block types of side wall module and end module, is met more
More construction requirements, and the species and mathematics of the mould for opening up production module are reduced, reduce production cost.
In summary, the utility model has the advantages that：
1st, vertical hole is mutually used between module and module, cross-drilled hole is connected, and is communicated in length and breadth, is formed after core note concrete or mortar netted
The inlet for stom water wall of structure；
Lug boss and depressed part interlock when the 2, vibrating, and make phenomenon of dehiscing is less likely to occur between bilevel module, have
It is brought into close contact beneficial between guarantee levels module；
3rd, it is easy to construct various sizes of inlet for stom water, meets more construction requirements, and reduces and open up production module
The species and mathematics of mould, reduce production cost.
Brief description of the drawings
Fig. 1 is the structural representation of embodiment；
Fig. 2 is the configuration schematic diagram of first end wall group in embodiment；
Fig. 3 is the structural representation of embodiment medial end portions module two；
Fig. 4 is the sectional view of embodiment.
Reference：1st, side wall module；11st, front side board；12nd, back side panel；2nd, end module one；21st, left plate；22nd, it is right
Side plate；23rd, end plate；3rd, end module two；41st, anchor stud；42nd, anchor slot；51st, tenon；52nd, tongue-and-groove；53rd, chimb；6th, it is horizontal
Spreader beam；61st, groove；62nd, boss.
Embodiment
The utility model is described further referring to the drawings.Wherein identical parts identical reference table
Show.It should be noted that the word "front", "rear", "left", "right", the "up" and "down" that are used below in description refer to accompanying drawing 1
In direction, word " bottom surface " and " top surface ", " interior " and " outer " are referred respectively to towards or away from particular elements geometric center
Direction.
Embodiment：
Inlet for stom water module splicing construction is as shown in figure 1, including some staggeredly side wall modules 1 of splicing and some be used for
Splice the end module 1 and end module 23 in the end of side wall module 1, side wall module 1, end module 1 and end module
23 are molded by concrete formed by integrally casting, and are set in the rectangular block shape of width and height all same.
With reference to Fig. 2, side wall module 1 includes 12, two vertical front side plates of front side board 11 and back side panel arranged in parallel
11 are provided for connecting the cross-arm beam 6 of front side board 11 and back side panel 12, and wherein front side board 11, back side panel 12 and cross-arm beam 6 is equal
For strip flat board, two cross-arm beams 6 are set respectively close to the both ends of front side board 11 and back side panel 12, the two of side wall module 1
End forms U-shaped opening.
End module 1 is set including 21, two vertical right side plates 22 of right plate 22 and left plate arranged in parallel
Due to connection right plate 22 and left plate 21 cross-arm beam 6, connection right plate 22 and the one end of left plate 21 and with its both it is vertical
The end plate 23 of setting.One of cross-arm beam 6 is arranged on side of the end module 1 away from end plate 23, and away from end
The cross-arm beam 6 of head plate 23 and right plate 22 and left plate 21, U-shaped open is formed away from one end of end plate 23 in end module 1
Mouthful；Another cross-arm beam 6 is arranged on the middle part of right plate 22, and the distance between it is with end plate 23 is equal to front side board 11 and back side panel 12
The distance between.
One end of front side board 11 and back side panel 12, which is extended, to be had strip tenon 51, the other end to offer to be used for and tenon
51 tongue-and-grooves 52 coordinated.Right plate 22 and left plate 21 have each extended over away from one end of end plate 23 to be coordinated with side wall module 1
Tenon 51 and tongue-and-groove 52.The outer wall of end module 1, the junction and the middle part of right plate 22 of right plate 22 and end plate 23
The opening position of cross-arm beam 6 is connected with, is respectively arranged with the tenon 51 and tongue-and-groove 52 coordinated with side wall module 1；Right plate 22 is located at
The groove 61 that bottom between the tongue-and-groove 52 and tenon 51 offers domed setting is used as groove, in end module 1 and side
Modular walls 1 make connection both it when splicing.Tongue-and-groove 52 can be that opening is more than with slot bottom width identical flat, A/F
Groove and tognue type, the A/F of slot bottom width are less than the structure types such as the slip key type of slot bottom width, and tenon 51 also accordingly has and tenon
The chimeric shape and structure of groove 52.
It is identical with right plate 22 in order to increase the hollow out degree of module and module weight is evenly distributed, each bottom of cross-arm beam 6
Portion also offers the groove 61 of one, and the top surface respective slot 61 of cross-arm beam 6 has additional height and is less than the depth of groove 61
Boss 62, boss 62 is chimeric with groove 61 to make aliging for adjacent wall module 1.
With reference to Fig. 4, front side board 11, back side panel 12, right plate 22, the top surface of left plate 21 and end plate 23 are each along its
The strip chimb 53 to raise up is provided with from length direction, and the rainwater is being constructed in the top of chimb 53 into a plane
During mouth mold block splicing construction, the lower surface of upper layer module contacts with the chimb 53 of the upper surface of lower module, so in upper strata mould
Gap is formed between the lower surface of block and the upper surface of lower module, for accommodating concrete or mortar.
At the inside of end module 1, make relative to chimb 53 provided with two anchor studs 41 upper surface of end plate 23
For lug boss, two anchor studs 41 are located at the junction of end plate 23 and left plate 21 and right plate 22, and anchor stud respectively
42 cylindrical settings, and its outer surface and the upper surface of end plate 23 are mutually perpendicular to.With reference to Fig. 3, the bottom surface of end module 1
The anchor slot 42 chimeric with anchor stud 41 is offered, in order that end module 1 there can be a degree of regulation along the vertical direction, just
In adjusting the error that occurs in building process, the depth of anchor slot 42 is more than the height of anchor stud 41.
End module 23 is similar with the structure of end module 1, and it differs only in left plate with end module 1
Tenon 51 and tongue-and-groove 52 are provided with 21, and tenon 51 and tongue-and-groove 52 are not provided with right plate 22.
When the inlet for stom water module splicing construction is spliced：
Splice first layer module layer, some side wall modules 1 are end to end to be spliced into two linear side walls that are parallel to each other
Wall group.In one end of side wall wall group, end module 1 and end module 23 deviate from its one end of end plate 23 and side wall
Module 1 is fitting to connection by tenon 51 and tongue-and-groove 52, now the left side of the right plate 22 of end module 1 and end module 23
Plate 21 faces each other；One side wall module 1 is vertically embedded between end module 1 and end module 23, makes its both ends and end
The right plate 22 of module 1 and the mortise-tenon joint of left plate 21 of end module 23, so as to form first end wall group.In side
The other end of wall wall group, the end of the side wall module 1 of two side wall wall groups and the right plate 22 of end module 1 and end
The mortise-tenon joint of left plate 21 of module 23, and end module 1 and end module 23 lead to away from its one end of end plate 23
Cross tenon 51 and tongue-and-groove 52 is fitting to connection, so as to form the second end wall group.Side wall wall can be adjusted according to construction demand
The quantity of side wall module 1 in group, to adjust the length of rain inlet structure；The quantity of side wall module 1 in first end wall group is adjusted,
And the side wall module 1 of respective numbers is synchronously set between the end module 1 and end module 23 of the second end wall group,
To adjust the width of rain inlet structure.
Splice second layer module layer, the first end wall spelling of this layer is connected on the second end wall of first layer module layer
In body group, and the anchor slot 42 of upper layer module is chimeric with the anchor stud 41 of lower module.Some side wall modules 1 are end to end
Afterwards, the second end wall group of this layer is spliced in the other end.Make mutual tooled joint, i.e. first layer module between the module in levels
On the no longer same straight line of connecting sewing between connecting sewing and second layer module layer adjacent block between layer adjacent block.Phase up and down
The groove 61 and boss 62 of adjacent module are chimeric, chimb 53 be folded in upper layer module lower surface and lower module upper surface it
Between, make to form gap between the lower surface of upper layer module and the upper surface of lower module, and anchor stud 41 some exposure
In the gap location.
Using above-mentioned first layer and the connecting method of second layer module layer, continue concatenation module, until reaching inlet for stom water
Predetermined altitude.To the region inner core note slurry such as concrete or mortar surrounded between front side board 11, back side panel 12 and cross-arm beam 6
Material, because the region that the cavity formed between boss 62 and groove 61 is got through between two neighboring cross-arm beam 6 makes both ends adjacent
Module connects, and neighbouring module passes through cross-arm beam 6 and front side board 11 and back side panel 12, cross-arm beam 6 and right plate 22 and a left side
The regional connectivity that side plate 21 surrounds so that vertical hole is mutually used between module and module, cross-drilled hole is connected, and is communicated in length and breadth, slurry and module
Form the construction wall of network structure.Between slurry is flowed between the lower surface of upper layer module and the upper surface of lower module simultaneously
Gap, slurry can be enclosed in around the anchor stud 41 of the gap location, make anchor stud 41 be not easy because by shearing force and
It is broken.
The slurry in the inlet for stom water module splicing construction is vibrated after core note, module shakes when vibrating, largely
Concrete slurry occur producing what is dehisced when pouring into concrete modular corner, end, between the upper and lower layer module of the opening position
The pre- run-off the straight of trend, i.e. end module, and make to produce angle between the upper surface of upper and lower layer module and following table, anchor slot 42
Interlocked with anchor stud 41, anchor stud 41 is against at the inside of anchor slot 42, levels module is not susceptible to relative tilt, so as to cut
It is weak to produce the trend dehisced, make not allowing to be also easy to produce angle between the upper surface of upper and lower layer module and following table.And slurry is enclosed in
Anchor stud 41 is outer to be protected to it, is made phenomenon of dehiscing is less likely to occur between bilevel module, is advantageously ensured that up and down
It is brought into close contact between layer module.It is and mutual using anchor slot 42 and anchor stud 41 at end module 1 and end module 23
Lock makes to be laterally limited between levels module, and locking end portions module is advantageous to prevent from loosening between same layer module,
It is not easy to increase because vibrating with the connection gap between layer module, ensures the globality and structural strength of whole rain inlet structure.
Described above is only preferred embodiment of the present utility model, and the scope of protection of the utility model is not limited merely to
Above-described embodiment, all technical schemes belonged under the utility model thinking belong to the scope of protection of the utility model.It should refer to
Go out, for those skilled in the art, some improvement under the premise of the utility model principle is not departed from and
Retouching, these improvements and modifications also should be regarded as the scope of protection of the utility model.
Claims (10)
1. a kind of gutter inlet end module, including right plate arranged in parallel (22) and left plate (21) and connection right side
Plate (22) and the end plate (23) of left plate (21) one end, it is characterised in that：The end plate (23), left plate (21) and/or
The upper and lower surface of right plate (22) is respectively arranged with some lug bosses and/or depressed part, neighbouring module it is described
Lug boss is mutually chimeric with the depressed part.
2. gutter inlet end module according to claim 1, it is characterised in that：The boss is in the end plate
(23) close to its junction with the right plate (22) and/or left plate (21).
3. gutter inlet end module according to claim 1, it is characterised in that：The right plate (22), left plate (21)
And along its, each length direction is provided with the strip chimb (53) that raises up to the top surface of end plate (23).
4. gutter inlet end module according to claim 3, it is characterised in that：The boss is in the chimb (53)
Inner side.
5. gutter inlet end module according to claim 1, it is characterised in that：The outer wall of the right plate (22) is provided with
Tenon (51) and tongue-and-groove (52), the tenon (51) or tongue-and-groove (52) are located at the right plate (22) and the end plate (23)
Junction.
6. gutter inlet end module according to claim 5, it is characterised in that：The right plate (22) is located at the tongue-and-groove
(52) groove through the right plate (22) is offered between tenon (51).
7. according to the gutter inlet end module described in claim 1-6 any one, it is characterised in that：The right plate (22) with
Some cross-arm beams (6) for being used to connect right plate (22) and left plate (21) are provided between the left plate (21).
8. gutter inlet end module according to claim 7, it is characterised in that：The tenon (51) or tongue-and-groove (52) are set
In the cross-arm beam (6) and the junction of the right plate (22).
A kind of 9. inlet for stom water module splicing construction, it is characterised in that：If including dried layer module layer, each module layer includes two phases
The side wall wall group that mutually be arranged in parallel, splice first end wall group and/or the second end at side wall wall group both ends respectively
Wall group, the first end wall group and the second end wall group in the vertical direction of each layer of module layer are arranged alternately,
The side wall wall group is formed by some side wall modules (1) are end to end,
The first end wall group and the second end wall group include some end modules, and the end module is claim
1 gutter inlet end module.
10. inlet for stom water module splicing construction according to claim 9, it is characterised in that：The first end wall group bag
Two end modules that be arranged in parallel are included, the left plate (21) and right plate (22) of two end modules face each other, and
Some side wall modules (1), the side wall module (1) and opposed facing left plate (21) and the right side have been vertically embedded between both it
Side plate (22) mortise-tenon joint, one end of the side wall wall group deviate from the end plate with the end module of first end wall group
(23) one end splicing,
The second end wall group includes two end modules, and two end moulds deviate from its each end plate (23) one end
It is mutually butted, one end of the side wall wall group and the end module left plate (21) of the second end wall group and right plate (22)
Mortise-tenon joint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720339419.9U CN206693365U (en) | 2017-03-31 | 2017-03-31 | Gutter inlet end module and inlet for stom water module splicing construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720339419.9U CN206693365U (en) | 2017-03-31 | 2017-03-31 | Gutter inlet end module and inlet for stom water module splicing construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206693365U true CN206693365U (en) | 2017-12-01 |
Family
ID=60440379
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720339419.9U Expired - Fee Related CN206693365U (en) | 2017-03-31 | 2017-03-31 | Gutter inlet end module and inlet for stom water module splicing construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206693365U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106812205A (en) * | 2017-03-31 | 2017-06-09 | 北京四方如钢混凝土制品有限公司 | Gutter inlet end module and inlet for stom water module splicing construction |
-
2017
- 2017-03-31 CN CN201720339419.9U patent/CN206693365U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106812205A (en) * | 2017-03-31 | 2017-06-09 | 北京四方如钢混凝土制品有限公司 | Gutter inlet end module and inlet for stom water module splicing construction |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171201 |
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| CF01 | Termination of patent right due to non-payment of annual fee |