CN207538196U - A kind of Reactive Powder Concrete laminated type structures - Google Patents
A kind of Reactive Powder Concrete laminated type structures Download PDFInfo
- Publication number
- CN207538196U CN207538196U CN201721317210.9U CN201721317210U CN207538196U CN 207538196 U CN207538196 U CN 207538196U CN 201721317210 U CN201721317210 U CN 201721317210U CN 207538196 U CN207538196 U CN 207538196U
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- China
- Prior art keywords
- wallboard
- reactive powder
- powder concrete
- protective layer
- structure sheaf
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- 239000004567 concrete Substances 0.000 title claims abstract description 21
- 239000000843 powder Substances 0.000 title claims abstract description 19
- 239000010410 layer Substances 0.000 claims abstract description 39
- 239000011241 protective layer Substances 0.000 claims abstract description 32
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 27
- 239000010959 steel Substances 0.000 claims abstract description 27
- 239000000463 material Substances 0.000 claims abstract description 17
- 238000005187 foaming Methods 0.000 claims abstract description 5
- 239000011490 mineral wool Substances 0.000 claims abstract description 5
- 239000004576 sand Substances 0.000 claims abstract description 5
- 230000008878 coupling Effects 0.000 claims description 5
- 238000010168 coupling process Methods 0.000 claims description 5
- 238000005859 coupling reaction Methods 0.000 claims description 5
- 238000009413 insulation Methods 0.000 abstract description 8
- 238000010521 absorption reaction Methods 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 7
- 238000005266 casting Methods 0.000 abstract description 4
- 230000003139 buffering effect Effects 0.000 abstract description 2
- 238000009434 installation Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 230000001681 protective effect Effects 0.000 description 4
- 238000005034 decoration Methods 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- 238000004078 waterproofing Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 239000002574 poison Substances 0.000 description 1
- 231100000614 poison Toxicity 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
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- Building Environments (AREA)
Abstract
The utility model discloses a kind of Reactive Powder Concrete laminated type structures, including structure sheaf, middle layer and protective layer；Structure sheaf includes wallboard one, panel, wallboard two, top plate and bottom plate, by the connection of one-piece casting or prefabricated components, has good globality；Setting middle layer on the outside of structure sheaf, middle layer are buffering energy-absorbing layer, can fill the flexible materials such as sand, rock wool or foaming kind as needed, have certain sound-absorption and heat-insulation effect；Setting protective layer on the outside of middle layer if protective layer includes top plate and drywall panel, uses connection steel hinge connection, connection node is there are gap, so that when by impact forces, what can be evenly distributed passes to middle layer between wallboard.The utility model takes full advantage of the tension resistance performance of Reactive Powder Concrete and the characteristics of laminated structure is coupled hardness with softness, and improves the impact resistance of structures, while have good globality and sound-absorption and heat-insulation effect.
Description
Technical field
The utility model is related to protect class structure structure technical field, more particularly to a kind of reactive powder mixes
Solidifying soil laminated type structures.
Background technology
At present, existing protection class structures majority is using steel construction or ordinary reinforced concrete one-piece casting, the structure
Itself there are it is certain the defects of, the cost of steel structure is higher, and thermal insulation and sound insulation effect is poor；Ordinary reinforced concrete one-piece casting
Structure tensile strength is relatively low, and globality, rigidity and shock resistance are poor, and it is poor to equally exist sound-insulating and heat-insulating effect
Shortcoming.For protective, it is good that single layer rigid plate is not so good as the multi-laminate plywood effect with flexible sandwich.
Therefore, how to provide a kind of impact resistance and globality is good, and the structures knot that sound-absorption and heat-insulation performance is good
The problem of structure is those skilled in the art's urgent need to resolve.
Utility model content
In view of this, the utility model provides good folded of a kind of strong shock resistance, good integrity, sound-absorption and heat-insulation effect
Box-like structures.
In order to achieve the above object, the utility model adopts the following technical solution：
A kind of Reactive Powder Concrete laminated type structures, including structure sheaf, middle layer and protective layer, the structure sheaf,
The middle layer is sequentially located at the inside of the protective layer；The structure sheaf includes wallboard one, panel, wallboard two, top plate and bottom
Plate, the wallboard one and the wallboard two are vertically installed in the panel both ends in opposite directions, the top plate be set to the wallboard one,
The top of the panel and the wallboard two, the wallboard one, the wallboard two are by coupling angle steel or bolt and the top
Plate connects, and the panel is provided with mounting hole.
Further, if the protective layer includes top plate and drywall panel, between several wallboards using connection steel hinge into
Capable connection, coupling will be there are certain elasticity or gap, when protective plate is by impact forces (wave), to incite somebody to action at node
It passes to the middle layer with being evenly distributed, and local stiffness is avoided to support, and forms stress concentration, damages.
Further, prefabricated components Assembling can be used in the structure sheaf, can also make knot by the way of one-piece casting
Structure layer becomes stable, firm overall structure, has good overall structure.
Further, the utility model further includes hole sleeve, is provided with boss in the middle part of the hole sleeve, the boss with it is described
Structure sheaf panel and the protective layer wallboard are there are gap, the error and installation deviation being easy in absorption component manufacture.
Further, the hole sleeve is located in mounting hole, and mounting hole solves hole set using self-positioning telescoping structure
The problem of cylinder installation position inaccurate.
Further, the hole sleeve installation is fixed easy, and the hole sleeve does not form rigid branch to the protective layer
Support, avoids protective layer from being damaged by device to hole sleeve during impact forces.
Further, the protective layer, the structure sheaf and the hole sleeve are made of Reactive Powder Concrete material,
The inside of wherein described protective layer and the structure sheaf is also equipped with reinforcing bar and steel fibre.
Further, the middle layer is buffering energy-absorbing layer, and needs, filling sand, rock wool, foaming kind material are protected according to practical
Material or with special protective action flexible material, make it have certain sound-absorption and heat-insulation function, accomplish it is neither too hard, nor too soft, without poison ring
It protects, is economical and practical.
Compared with prior art, the characteristics of the utility model and advantage is：Reactive Powder Concrete material is made full use of to resist
The characteristics of good mechanical property of drawing, compression strength and laminated structure are tempered toughness with gentleness improves the impact resistance of structures, simultaneously
With good sound-absorption and heat-insulation effect, the advantages that saving material, shorten the construction and maintenance period.
Description of the drawings
It in order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is the embodiment of the utility model, for those of ordinary skill in the art, without creative efforts, also
Other attached drawings can be obtained according to the attached drawing of offer.
Fig. 1 is structural representation Fig. 1 of the embodiment of the present invention 1
Fig. 2 is structural representation Fig. 2 of the embodiment of the present invention 1.
Fig. 3 is protective layer position of wallboards schematic diagram of the present invention.
Fig. 4 is that the embodiment of the present invention 1 couples steel hinge-coupled node schematic diagram.
Fig. 5 is structural representation Fig. 1 of the embodiment of the present invention 2
Fig. 6 is structural representation Fig. 2 of the embodiment of the present invention 2.
Fig. 7 is connection angle steel schematic diagram in the embodiment of the present invention 2.
Fig. 8 is to be bolted schematic diagram in the embodiment of the present invention 2.
Fig. 9 is structural representation Fig. 1 of the embodiment of the present invention 3.
Figure 10 is structural representation Fig. 2 of the embodiment of the present invention 3.
Figure 11 is 3 structure sheaf cast-in-place node structure diagram of the embodiment of the present invention.
In figure：1- structure sheafs, 2- middle layers, 3- protective layers, 4- holes sleeve, 5- connection steel hinges, 6- connection angle steel, 7- spiral shells
Bolt, 8- sleeve boss, 9- structure sheaf cast-in-place nodes, 11- structure sheafs wallboard one, 12- structure sheaf panels, 13- structure sheafs wallboard two,
14- structure sheaf top plates, 15- structure sheaf bottom plates, 31- protective layer top plates, 32- protective layer wallboards.
Specific embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
It clearly and completely describes, it is clear that the described embodiments are only a part of the embodiments of the utility model rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are without making creative work
All other embodiments obtained shall fall within the protection scope of the present invention.
A kind of Reactive Powder Concrete laminated type structures, including structure sheaf 1, middle layer 2 and protective layer 3, structure sheaf 1,
Middle layer 2 is sequentially located at the inside of protective layer 3；Structure sheaf 1 includes wallboard 1, panel 12, wallboard 2 13, top plate 14 and bottom
Plate 15, wallboard 1 and wallboard 2 13 are vertically installed in 12 both sides of panel in opposite directions, and top plate 14 is set to wallboard 1, panel 12
With the top of wallboard 2 13, wallboard 1, wallboard 2 13 are connect by coupling angle steel 6 or bolt 7 with top plate 14, panel 14
It is additionally provided with mounting hole；If protective layer 3 includes top plate 31 and drywall panel 32, it is attached, is joined using connection steel hinge between wallboard
Connecing will be there are certain elasticity or gap, when protective plate is by impact forces (wave), to be distributed at node
It is passed to evenly to middle layer 2, local stiffness is avoided to support, formed stress concentration, damage.
The structures further include hole sleeve 4, and hole sleeve 4 is located in mounting hole, and hole sleeve 4 uses self-positioning sleeve
Formula structure.Sleeve 4 middle part in hole is provided with boss 8, and there are gaps between structure sheaf 1, protective layer 3 respectively for boss 8, are easy to absorb
Error and installation deviation in component manufacture.
Embodiment one
With reference to Fig. 1-3, protective layer 3 in factory is made and is transported to engineering site in advance, and scene is carried out by design at ground
Reason, does 10cm plain concrete cushion layers.
Live assembling reinforcement, formwork supporting plate use 15 He of bottom plate of Reactive Powder Concrete pouring structure layer 1 by design requirement
Wallboard, and reserving installation hole and pre-buried outer layer connector, by the mounting hole of 4 insert structure layer 1 of sleeve, then by 3 wallboard of protective layer
Insertion sleeve 4, there are gaps between 4 middle part boss of sleeve and inside and outside layer wallboard.
Wallboard is in place, hinge steel pin is inserted into, steel pin has certain interval with hinge bore, is formed and loosens connection, wallboard can
Top to bottom, left and right, front and rear are moved on a small quantity, and can be rotated in the horizontal direction along steel pin.
As needed, the flexible materials such as sand, rock wool, foaming kind material are inserted to the intermediate gap of middle layer 2.
The top plate of pouring structure layer 1, and make water-proofing treatment, the material of placed top plate middle layer 2, the top of laying protective layer 3
Plate after the completion of main body safeguard structure, can carry out other auxiliary works such as other dress doors, lamp and inside and outside decoration.
Embodiment two
With reference to Fig. 4-7,3 component of prefabrication protective layer is simultaneously transported to engineering site, does 10cm plain concrete cushion layers.
1 prefabricated panel 15 of placed structure sheaf, 3 wallboard of mounting structure layer are coupled wallboard using connecting hinge 5, and with connection
Angle steel 6 and bolt 7 is connect to couple wallboard with bottom plate progress rigidity with wallboard, wallboard.
By 1 reserving installation hole of sleeve insert structure layer, then by 3 wallboard insertion sleeve of protective layer, in the middle part of sleeve boss with it is interior,
There are gaps for outer layer wallboard；Wallboard is in place, hinge steel pin is inserted into, steel pin has certain interval with hinge bore, is formed and loosens connection
Connect, wallboard can top to bottom, left and right, front and rear move on a small quantity, and can be rotated in the horizontal direction along steel pin.
According to protection needs, intermediate layer material (sand, rock wool or foaming kind material) is inserted into intermediate gap.
Mounting structure layer top plate, and top plate and top plate, top plate and wallboard are subjected to rigid attachment with connection angle steel or bolt,
Structure sheaf 1 is made to become stable, firm overall structure, and makees water-proofing treatment on top plate；Placed top plate intermediate layer material, and
It is laid with protective layer top plate；It, can be into other auxiliary works such as luggage door, lamp and inside and outside decorations after the completion of main body safeguard structure.
Embodiment three
With reference to Fig. 8-11,3 component of prefabrication protective layer is simultaneously transported to engineering site, does 10cm plain concrete cushion layers.
3 prefabricated top plate of placed structure sheaf, 3 wallboard of mounting structure layer, by prefabricated panel, wallboard couple node exposed steel bar into
Row connection (binding or welding), formwork supporting plate, fixed prefabricated components and template, with the Reactive Powder Concrete of same intensity grade into
Row pours, jolt ramming；Cast-in-place position is conserved, after reaching some strength, form removal.
Wallboard is in place, hinge steel pin is inserted into, steel pin has certain interval with hinge bore, is formed and loosens connection, wallboard can
Top to bottom, left and right, front and rear are moved on a small quantity, and can be rotated in the horizontal direction along steel pin；According to protection needs, intermediate layer material is inserted
Intermediate gap.
Prefabricated top plate, wallboard connection node exposed steel bar are coupled (binding or welding), formwork supporting plate is simultaneously fixed prefabricated
Component and template are poured, jolt ramming with the Reactive Powder Concrete of same intensity grade；Make water-proofing treatment on top plate,
Placed top plate intermediate layer material later is then laid with protective layer top plate；Main body protective layer structure is completed, and structure sheaf connection node reaches
To after 28 day curing period, other auxiliary works such as other dress doors, lamp and inside and outside decoration can be carried out.
Each embodiment is described by the way of progressive in this specification, the highlights of each of the examples are with other
The difference of embodiment, just to refer each other for identical similar portion between each embodiment.For device disclosed in embodiment
For, since it is corresponded to the methods disclosed in the examples, so description is fairly simple, related part is said referring to method part
It is bright.The foregoing description of the disclosed embodiments enables professional and technical personnel in the field to realize or new using this practicality
Type.A variety of modifications of these embodiments will be apparent for those skilled in the art, determine herein
The General Principle of justice can be realized in other embodiments without departing from the spirit or scope of the present utility model.Cause
This, the utility model is not intended to be limited to the embodiments shown herein, and is to fit to and principles disclosed herein
The most wide range consistent with features of novelty.
Claims (6)
1. a kind of Reactive Powder Concrete laminated type structures, it is characterised in that：Including structure sheaf (1), middle layer (2) and protection
Layer (3), the structure sheaf (1), the middle layer (2) are sequentially located at the inside of the protective layer (3)；
The structure sheaf (1) includes wallboard one (11), panel (12), wallboard two (13), top plate (14) and bottom plate (15), the wall
Plate one (11) and the wallboard two (13) are vertically installed in the panel (12) both sides in opposite directions, and the top plate (14) is horizontally placed on
The wallboard one (11), the panel (12), the wallboard two (13) top, the panel (12) are provided with mounting hole；
The protective layer includes top plate (31) if with drywall panel (32), by coupling steel hinge between several wallboards (32)
(5) it connects, there are gaps for connection node.
2. Reactive Powder Concrete laminated type structures according to claim 1, it is characterised in that：Further include hole sleeve
(4), be provided with boss (8) in the middle part of the hole sleeve (4), the boss (8) respectively with the structure sheaf (1), the protective layer
(3) there are gaps between.
3. Reactive Powder Concrete laminated type structures according to claim 1, it is characterised in that：The wallboard one
(11), the wallboard two (13) is connect by coupling angle steel (6) or bolt (7) with the top plate (14).
4. Reactive Powder Concrete laminated type structures according to claim 2, it is characterised in that：The hole sleeve (4)
In mounting hole, and mounting hole uses self-positioning telescoping structure.
5. Reactive Powder Concrete laminated type structures according to claim 2, it is characterised in that：The protective layer (3),
The structure sheaf (1) and the hole sleeve (4) are made of Reactive Powder Concrete material.
6. Reactive Powder Concrete laminated type structures according to claim 1, it is characterised in that：The middle layer (2)
Fill sand, rock wool, foaming kind material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721317210.9U CN207538196U (en) | 2017-10-13 | 2017-10-13 | A kind of Reactive Powder Concrete laminated type structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721317210.9U CN207538196U (en) | 2017-10-13 | 2017-10-13 | A kind of Reactive Powder Concrete laminated type structures |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207538196U true CN207538196U (en) | 2018-06-26 |
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ID=62610301
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721317210.9U Withdrawn - After Issue CN207538196U (en) | 2017-10-13 | 2017-10-13 | A kind of Reactive Powder Concrete laminated type structures |
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| CN (1) | CN207538196U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109667335A (en) * | 2017-10-13 | 2019-04-23 | 李杰民 | A kind of Reactive Powder Concrete laminated type structures |
-
2017
- 2017-10-13 CN CN201721317210.9U patent/CN207538196U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109667335A (en) * | 2017-10-13 | 2019-04-23 | 李杰民 | A kind of Reactive Powder Concrete laminated type structures |
| CN109667335B (en) * | 2017-10-13 | 2023-12-19 | 北京惠诚基业工程技术有限责任公司 | Active powder concrete laminated structure |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20180626 Effective date of abandoning: 20231219 |
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| AV01 | Patent right actively abandoned |
Granted publication date: 20180626 Effective date of abandoning: 20231219 |