CN209277654U - A kind of orlop heap slope structure - Google Patents
A kind of orlop heap slope structure Download PDFInfo
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- CN209277654U CN209277654U CN201822134768.4U CN201822134768U CN209277654U CN 209277654 U CN209277654 U CN 209277654U CN 201822134768 U CN201822134768 U CN 201822134768U CN 209277654 U CN209277654 U CN 209277654U
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Abstract
A kind of orlop heap slope structure, structure includes orlop plate and bulkhead plate, orlop plate and bulkhead plate form inner corner trim, inner corner trim masonry has heap slope, heap slope includes longitudinally piling up from bottom to top along the bottom end of bulkhead plate, the air-entrained concrete building block layer axially piled up from outer to inner along the outer end of orlop plate, further include piled up on the block of surface layer fill up brick layer, the brickwork joint of surface layer brick body is filled and led up by pointing stuff connection, heap slope further includes steel mesh lamella, connection is disposed with one group of peg on steel mesh lamella, in the bottom end insertion pointing stuff of peg, the top end part of peg is fixedly connected with reinforced mesh upwards, heap slope further includes concrete topping.The utility model slope surface forming aspect is simple, easily operated, can greatly shorten the construction time, saves the duration.Two layers of piling up for brick layer can guarantee to adjust building material size in time simultaneously, accelerate slopes forming and construction speed, save construction cost, reduce quality risk, can guarantee the durability of slopes in use process during normal use.
Description
Technical field
The utility model relates to the body heap slope engineerings, especially a kind of warehouse heap slope structure of opening a position.
Background technique
In architectural engineering in the warehouse heap slope engineering of wheat, flour, the effect on warehouse bottom heap slope is made in slope gravity
Under, it is ensured that wheat, flour smoothly slide downwards in storehouse, arch camber and arch formation do not occur.Design at present is upper general using existing
Air entrained concrete, paving steel mesh and the concrete poured is as warehouse bottom heap slope, and the gradient is generally at 72 degree.
And when using air entrained concrete, paving steel mesh and concrete making technology as warehouse bottom heap slope, because of heap slope gradient mistake
Needing to reach 72 degree greatly, the cast-in-place air entrained concrete slump is excessive, air entrained concrete moulding and solidification often can not be normally kept,
Work surface is small, and difficulty of construction is big, and slopes shape not can guarantee, and the later period need to carry out picking chisel and repairing.Meanwhile because air entrained concrete is strong
It is limited to spend grade, when carrying out steel mesh laying, fixed step, easily causes the breakage of air entrained concrete slope surface, fixed steel bars net
Peg loosens, phenomena such as steel mesh falls off occurs, and seriously affects the essence of subsequent pea gravel concreten construction quality and heap angle of slope
True property.
Utility model content
The purpose of the utility model is to provide a kind of orlop heap slope structures, to solve air entrained concrete in the engineering of warehouse heap slope
The technical problem that difficulty is big, difficulty of construction is big, air entrained concrete strength grade is low and the fixed difficulty of steel mesh is big is shaped, is also wanted
Solve the inconvenient technical problem of warehouse narrow space construction.
To achieve the above objectives, the present invention adopts the following technical solutions:
A kind of orlop heap slope structure, including warehouse, the warehouse include horizontal orlop plate, and the center of orlop plate is equipped with object
Material outlet further includes the vertical bulkhead plate that surrounding encloses cylinder, and orlop plate and bulkhead plate form inner corner trim, and inner corner trim masonry has heap slope,
The heap slope includes longitudinally piling up along the bottom end of bulkhead plate, adding from bottom to top along what the outer end of orlop plate was axially piled up from outer to inner
Gas concrete segment layer,
The stepped arrangement from bottom to top of the surface layer block of the air-entrained concrete building block layer,
The heap slope further include piled up on the block of surface layer fill up brick layer, that fills up brick layer fills up brick size less than aerating
The size of concrete segment, the surface layer brick body for filling up brick layer also stepped arrangement from bottom to top, fills up the upward heap of brick layer
It builds the top beyond air-entrained concrete building block layer, connect with bulkhead plate, fill up brick layer and inwardly pile up beyond air-entrained concrete building block
The inner end of layer is connect with orlop plate, and the brickwork joint of the surface layer brick body is filled and led up by pointing stuff connection, the brick of the surface layer brick body
Seam is filled and led up by pointing stuff connection,
The heap slope further includes the steel mesh lamella being completely layered on the upside of the surface layer brick body for filling up brick layer, the steel mesh lamella
Upper connection is disposed with one group of peg, and in the bottom end insertion pointing stuff of the peg, the top end part of peg is upwards and reinforced mesh
It is fixedly connected,
The heap slope further includes concrete topping, and the concrete topping pours receipts face on filling up brick layer and wraps up reinforcing bar
Mesh sheet layer and peg, the surface of concrete topping are in the cambered surface of smooth indent, are poured upwards beyond the top and storehouse for filling up brick layer
Siding connection inwardly pours to exceed and fills up the inner end of brick layer, connect with orlop plate.
The brick layer of filling up is Dinas brickes.
The pointing stuff is pea gravel concreten or mortar.
The steel mesh lamella is two-way concrete slab mesh sheet, and bar diameter is at least 12mm, and the side length of grid, which is no more than, is
200mm。
The peg is formed by the bar bending that diameter is less than reinforced mesh diameter, including straight line inserting paragraph and straight line insertion
The bottom end of the crotch section that the top curved of section is formed, the straight line inserting paragraph is inserted into pointing stuff, and the crotch section hangs over steel
On muscle mesh sheet layer.
The insertion depth of the straight line inserting paragraph is not less than 20mm.
Described to socket structure on steel mesh lamella in quincuncial arrangement, arrangement spacing is not more than 400mm.
The concrete topping is pea gravel concreten, pours thickness not less than 20mm.
Compared with prior art the utility model have the characteristics that and the utility model has the advantages that
The utility model eliminates the process for waiting air entrained concrete gain in strength, directlys adopt air-entrained concrete building block work
For the prime coat of heap slope structure, while continuing to pile up using Dinas brickes on prime coat, seamlessly transits surface gradually, then adopt
Joint filling is carried out to Dinas brickes with concrete, and pre-buried by the way of being inserted into peg in joint filling, it only need to be by reinforced mesh and bolt
The fixed installation that reinforced mesh can be completed of nail, solves because air entrained concrete intensity is insufficient, not can guarantee peg and normally fix
The problem of, the repairing after reducing air entrained concrete construction, while the process of binding of reinforced mesh is simplified, construction quality is easy
It is good to complete effect for control.
The utility model slope surface forming aspect is simple, easily operated, can greatly shorten the construction time, saves the duration.Simultaneously
Two layers of piling up for brick layer can guarantee to adjust building material size in time, be suitable for various sizes easily and the heap slope of angle be applied
Work has a wide range of application.The utility model can accelerate slopes and shape, accelerates construction progress, save construction cost, reduce quality wind
Danger, and can guarantee the durability of slopes in use process during normal use.
Detailed description of the invention
The utility model is described in more detail with reference to the accompanying drawing.
Fig. 1 is the structural schematic diagram of the rectangular warehouse of the utility model.
Fig. 2 is the structural schematic diagram of A-A section in Fig. 1.
Fig. 3 is the partial enlarged view of Fig. 2.
Appended drawing reference: 1- bulkhead plate, 2- orlop plate, 3- air-entrained concrete building block layer, 4- fill up brick layer, 5- peg,
51- straight line inserting paragraph, 52- crotch section, 6- steel mesh lamella, 7- concrete topping.
Specific embodiment
Embodiment is joined as shown in figure 1 to 3, a kind of orlop heap slope structure, including rectangular warehouse, the warehouse include horizontal
Orlop plate 2, the center of orlop plate 2 are equipped with material outlet, further include the vertical bulkhead plate 1 that surrounding encloses cylinder, orlop plate 2 with
Bulkhead plate 1 forms inner corner trim, and inner corner trim masonry has a heap slope, the heap slope include longitudinally piled up from bottom to top along the bottom end of bulkhead plate, edge
The air-entrained concrete building block layer 3 that the outer end of orlop plate is axially piled up from outer to inner.
The stepped arrangement from bottom to top of the surface layer block of the air-entrained concrete building block layer 3.
The heap slope further include piled up on the block of surface layer fill up brick layer 4, fill up brick layer 4 fill up brick size be less than plus
The size of gas concrete segment, the surface layer brick body for filling up brick layer 4 also stepped arrangement from bottom to top, fill up brick layer 4 to
On pile up top beyond air-entrained concrete building block layer 3, connect with bulkhead plate 1, fill up brick layer 4 and inwardly pile up beyond aerating coagulation
The inner end of earth building blocks layer 3 is connect with orlop plate 2, and the brickwork joint of the surface layer brick body is filled and led up by pointing stuff connection, the surface layer
The brickwork joint of brick body is filled and led up by pointing stuff connection.
The heap slope further includes the steel mesh lamella 6 being completely layered on the upside of the surface layer brick body for filling up brick layer 4, the reinforced mesh
Connection is disposed with one group of peg 5 on layer 6, and in the bottom end insertion pointing stuff of the peg 5, the top end part of peg 5 is upwards and steel
Muscle mesh sheet is fixedly connected.
The heap slope further includes concrete topping 7, and the concrete topping 7 pours receipts face and wrapped up on filling up brick layer 4
Steel mesh lamella and peg, the surface of concrete topping are in the cambered surface of smooth indent, are poured upwards beyond the top for filling up brick layer 4
Portion is connect with bulkhead plate 1, is inwardly poured beyond filling up the inner end of brick layer 4, connecting with orlop plate 2, cambered surface tangent slope is most
Greatly 75 degree.
In the present embodiment, the size of air-entrained concrete building block is length × width x thickness=600mm × 240mm × 240m.It is described to fill out
Benefit brick layer 4 is Dinas brickes, having a size of length × width x thickness=240mm × 115mm × 5mm.The pointing stuff is pea gravel concreten
Or mortar.The steel mesh lamella 6 is two-way concrete slab mesh sheet, and bar diameter is at least 12mm, and the side length of grid, which is no more than, is
200mm。
The peg 5 is formed by the bar bending that diameter is less than reinforced mesh diameter, including straight line inserting paragraph 51 and straight line
The bottom end of the crotch section 52 that the top curved of inserting paragraph is formed, the straight line inserting paragraph 51 is inserted into pointing stuff, the crotch
Section 52 is hung on steel mesh lamella.The insertion depth of the straight line inserting paragraph 51 is not less than 20mm.The peg 5 is in reinforced mesh
It is in quincuncial arrangement on layer 6, arrangement spacing is not more than 400mm.
The concrete topping 7 is pea gravel concreten, pours thickness not less than 20mm.
The construction method of this orlop heap slope structure, construction procedure are as follows:
Step 1 positions sideline according to the upper and lower opening that design drawing releases warehouse, designs the shape on heap slope；
Step 2 in 2 upside of orlop plate, starts to pile up air-entrained concrete building block layer 3 along bulkhead plate, piles up layered and apply
Work guarantees that surface layer block is stepped from bottom to top；
Step 3 continues to pile up and fills up brick layer 4 on the surface layer block of step 2, and surface layer block will also be guaranteed by filling up brick layer
It is stepped from bottom to top, pointing stuff is inserted when piling up in brickwork joint and is filled up in place of thin portion out-of-flatness, it is ensured that inclined-plane is smooth will
Brick layer is filled up to link into an integrated entity and guarantee surfacing；
Peg 5, is anchored into the filling position of pointing stuff by step 4, and is ensured to anchor into depth and reached the inside for filling up brick layer；
Step 5 pours using concrete topping 7 on filling up brick layer and wraps up reinforced mesh 6 and peg 5, guarantees reinforcing bar
Protective layer thickness, receipts reach the gradient and flatness requirement behind face.
Air-entrained concrete building block described in the utility model pile up, arrangement can according to the actual conditions of application project,
Consider slope surface angle and bottom of slope width, it can also be according to live actual use demand, the in advance row's of progress brick figure arrangement and planning.
Pointing stuff is optimal to be filled up using concrete, is mainly in view of that strength grade of concrete is high and the easy moulding of concrete
Feature, it is ensured that peg is connected firmly.
Claims (8)
1. a kind of orlop heap slope structure, including warehouse, the warehouse includes horizontal orlop plate (2), and the center of orlop plate (2) is set
There is material outlet, further includes the vertical bulkhead plate (1) that surrounding encloses cylinder, orlop plate (2) and bulkhead plate (1) form inner corner trim,
Inner corner trim masonry has heap slope, it is characterised in that: the heap slope includes longitudinally piling up from bottom to top along the bottom end of bulkhead plate, along orlop plate
The air-entrained concrete building block layer (3) axially piled up from outer to inner of outer end,
The surface layer block stepped arrangement from bottom to top of the air-entrained concrete building block layer (3),
The heap slope further include piled up on the block of surface layer fill up brick layer (4), fill up brick layer (4) fill up brick size be less than plus
The size of gas concrete segment, the surface layer brick body for filling up brick layer (4) also stepped arrangement from bottom to top, fills up brick layer
(4) top beyond air-entrained concrete building block layer (3) is piled up upwards, is connect with bulkhead plate (1), is filled up brick layer (4) and is inwardly piled up
Inner end beyond air-entrained concrete building block layer (3) is connect with orlop plate (2), and the brickwork joint of the surface layer brick body passes through pointing stuff
Connection is filled and led up,
The heap slope further includes the steel mesh lamella (6) being completely layered on the upside of the surface layer brick body for filling up brick layer (4), the reinforced mesh
Connection is disposed with one group of peg (5) on layer (6), and the bottom end of the peg (5) is inserted into pointing stuff, the top end part of peg (5)
It is fixedly connected upwards with reinforced mesh,
The heap slope further includes concrete topping (7), and the concrete topping (7) pours receipts face and wrapped on filling up brick layer (4)
Steel mesh lamella and peg are wrapped up in, the surface of concrete topping is in the cambered surface of smooth indent, pours to exceed upwards and fills up brick layer (4)
Top is connect with bulkhead plate (1), is inwardly poured to exceed and is filled up the inner end of brick layer (4), connect with orlop plate (2).
2. orlop heap according to claim 1 slope structure, it is characterised in that: described fill up brick layer (4) are Dinas brickes.
3. orlop heap according to claim 1 slope structure, it is characterised in that: the pointing stuff is pea gravel concreten or sand
Slurry.
4. orlop heap according to claim 1 slope structure, it is characterised in that: the steel mesh lamella (6) is two-way concrete slab
Mesh sheet, bar diameter are at least 12mm, and it is 200mm that the side length of grid, which is no more than,.
5. orlop heap according to claim 1 slope structure, it is characterised in that: the peg (5) is less than steel mesh by diameter
The bar bending of piece diameter forms, the crotch section formed including the top curved of straight line inserting paragraph (51) and straight line inserting paragraph
(52), in the bottom end insertion pointing stuff of the straight line inserting paragraph (51), the crotch section (52) is hung on steel mesh lamella.
6. orlop heap according to claim 5 slope structure, it is characterised in that: the insertion depth of the straight line inserting paragraph (51)
Not less than 20mm.
7. orlop heap according to claim 5 slope structure, it is characterised in that: the peg (5) is on steel mesh lamella (6)
In quincuncial arrangement, arrange that spacing is not more than 400mm.
8. orlop heap according to claim 5 slope structure, it is characterised in that: the concrete topping (7) is microlith coagulation
Soil pours thickness not less than 20mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822134768.4U CN209277654U (en) | 2018-12-19 | 2018-12-19 | A kind of orlop heap slope structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822134768.4U CN209277654U (en) | 2018-12-19 | 2018-12-19 | A kind of orlop heap slope structure |
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| CN209277654U true CN209277654U (en) | 2019-08-20 |
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| CN201822134768.4U Active CN209277654U (en) | 2018-12-19 | 2018-12-19 | A kind of orlop heap slope structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109441190A (en) * | 2018-12-19 | 2019-03-08 | 中建局集团第三建筑有限公司 | A kind of orlop heap slope structure and its construction method |
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2018
- 2018-12-19 CN CN201822134768.4U patent/CN209277654U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109441190A (en) * | 2018-12-19 | 2019-03-08 | 中建局集团第三建筑有限公司 | A kind of orlop heap slope structure and its construction method |
| CN109441190B (en) * | 2018-12-19 | 2024-01-23 | 中建一局集团第三建筑有限公司 | Warehouse bottom slope stacking structure and construction method thereof |
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