CN208594679U - Composite prefabricated concrete wallboard and combined wall board component - Google Patents
Composite prefabricated concrete wallboard and combined wall board component Download PDFInfo
- Publication number
- CN208594679U CN208594679U CN201820905717.4U CN201820905717U CN208594679U CN 208594679 U CN208594679 U CN 208594679U CN 201820905717 U CN201820905717 U CN 201820905717U CN 208594679 U CN208594679 U CN 208594679U
- Authority
- CN
- China
- Prior art keywords
- truss bars
- concrete
- composite prefabricated
- bars
- prefabricated concrete
- 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.)
- Active
Links
Abstract
A kind of composite prefabricated concrete wallboard and combined wall board component, combined wall board includes concrete slab and insulation board, multiple cyclic annular or U-shaped first truss bars are equipped on concrete slab from top to bottom, the left or right side of concrete slab is stretched out at least one end of first truss bars, multiple first truss bars stretch out the same ends of concrete slabs by four vertically to the first connection reinforcing bar connection, being located at front side two and be connected separately with folding rule shape the first rack reinforcing bar between rear side two in four first connection reinforcing bars；Combined wall board component includes multiple composite prefabricated concrete wallboards, it is parallel or be vertically arranged between two neighboring composite prefabricated concrete wallboard, and two the first truss bars or two the second truss bars that are stretched out by end or the first truss bars and the second truss bars link into an integrated entity with concrete connecting plate.The utility model light-weight environment-friendly low cost is convenient for construction and construction period shortening, improves construction efficiency, and heat insulation effect is good and safe.
Description
Technical field
The utility model relates to construction engineering technical field more particularly to a kind of composite prefabricated concrete wallboards and composite wall
Board group part.
Background technique
Present building floor structure is substantially to be made of poured in place concrete, which is solid mixed
Concrete board.When processing, a large amount of molding tool is needed, improves its cost, and the concrete building of cast in situs is hardened
Structure also needs a period of time to be dried, and thus extends the construction time, reduces construction efficiency.
Therefore, how to design a kind of composite prefabricated concrete wallboard that can solve the above problem and combined wall board component is
The project that the present inventor concentrates on studies.
Utility model content
The purpose of this utility model is to provide a kind of composite prefabricated concrete wallboard and combined wall board component, lightweight rings
It protects low cost, convenient for construction and construction period shortening, improves construction efficiency, heat insulation effect is good and safe.
To achieve the goals above, the utility model provides a kind of composite prefabricated concrete wallboard, including concrete
Plate and the insulation board for being installed on concrete slab lateral surface are equipped on the concrete slab multiple cyclic annular or U-shaped first from top to bottom
The left or right side of concrete slab, multiple first truss are stretched out in truss bars, at least one end of first truss bars
The same side part that reinforcing bar stretches out concrete slab is linked together to the first connection reinforcing bar vertically by four, and four described first
Folding rule shape the first rack reinforcing bar is connected separately between front side two and between rear side two in connection reinforcing bar.
It is preferably located between former and later two the first connection reinforcing bars in outside, positioned at described in former and later two of inside
Folding rule shape the second rack reinforcing bar is connected separately between first connection reinforcing bar.
Preferably, multiple the second truss bars of ring-type through its upper and lower end are equipped on the concrete slab from left to right,
Multiple second truss bars stretched out positioned at the upper and lower side of the concrete slab pass through four horizontal directions second respectively and connect reinforcing bar company
It is connected together, each positioned at the upper and lower side in front side connects between the second connection reinforcing bar, positioned at each of the upper and lower side of rear side to second
Folding rule shape third rack reinforcing bar is connected separately between reinforcing bar.
Preferably, the same side that multiple first truss bars stretch out concrete slab is staggeredly set in setting or length is flushed
It sets.
Preferably, the same side that multiple second truss bars stretch out concrete slab is staggeredly set in setting or length is flushed
It sets.
Preferably, the lower end of the concrete slab is equipped with multiple keyways or open slot.
Preferably, the lateral surface of the insulation board is equipped with decorative panel, and the upper surface outboard end of the decorative panel, which is equipped with, to be passed through
Wear the open slot of its left and right.
Preferably, the insulation board is made of XPS material.
A kind of composite prefabricated concrete wallboard component is adjacent including multiple composite prefabricated concrete wallboards
It is parallel or be vertically arranged between two composite prefabricated concrete wallboards, and pass through multiple first truss bars that end is stretched out
Or multiple second truss bars or multiple first truss bars and multiple second truss bars and concrete connecting plate connect into one
Body.
Preferably, the composite prefabricated concrete wallboard is linear type or L shape or T shape.
After adopting the above scheme, the utility model composite prefabricated concrete wallboard and combined wall board component have beneficial below
Effect:
1, by by concrete slab and insulation board, multiple first truss bars, multiple second truss bars, the first rack steel
Muscle, the second rack reinforcing bar and third rack steel bar meter are integral, make formed product, and can be carried out by shipping it to building site by live group
Dress, by between each composite prefabricated concrete wallboard along four, upper and lower, left and right face respectively with contiguous prefabricated concrete composite wallboard
Splicing assembling makes between each composite prefabricated concrete wallboard through multiple first truss bars stretched out or/and multiple second purlins
Frame reinforcing bar staggeredly to connecting, by between staggeredly multiple first truss bars of superposition or between multiple second truss bars or
Casting concrete forms concrete connecting plate between multiple first truss bars and multiple second truss bars, and will be adjacent pre-
Insulation board between concrete composite wallboard processed links together, and guarantees the close connection between adjacent floor deck, using prefabricated mixed
Solidifying soil combined wall board processes building floor structure, and light-weight environment-friendly low cost is convenient for construction and short construction period, improves
Construction efficiency, heat insulation effect is good and nonflammable, and use is safe；
2, by the way that the multiple first truss bars extension end for stretching out concrete slab at least side is designed as abutting end in length
It is short to be staggered, by the way that the multiple second truss bars extension end for stretching out concrete slab at least side is designed as abutting end as length
It is short to be staggered, and the first rack reinforcing bar and the second rack reinforcing bar are set between multiple first truss bars, multiple
Third rack reinforcing bar is set between two truss bars, and design in this way guarantees that composite prefabricated concrete wallboard connects the floor knot to be formed
Structure entirety stress and integral strength are reasonable.
Detailed description of the invention
Fig. 1 is the schematic perspective view of the utility model composite prefabricated concrete wallboard embodiment one；
Fig. 2 is the schematic view of the front view of the utility model composite prefabricated concrete wallboard embodiment one；
Fig. 3 is the overlooking structure diagram of the utility model composite prefabricated concrete wallboard embodiment one；
Fig. 4 is the left view structural representation of the utility model composite prefabricated concrete wallboard embodiment one；
Fig. 5 is the schematic view of the front view of the utility model composite prefabricated concrete wallboard embodiment two；
Fig. 6 is the overlooking structure diagram of the utility model composite prefabricated concrete wallboard embodiment two；
Fig. 7 is the present invention looks up structural representation of the utility model composite prefabricated concrete wallboard embodiment two；
Fig. 8 is the schematic view of the front view of the utility model composite prefabricated concrete wallboard embodiment three；
Fig. 9 is the structural schematic diagram of the utility model combined wall board assembly embodiment one；
Figure 10 is the structural schematic diagram of the utility model combined wall board assembly embodiment two；
Figure 11 is the structural schematic diagram of the utility model combined wall board assembly embodiment three.
Specific embodiment
The utility model is illustrated below according to attached drawing illustrated embodiment.This time disclosed embodiment can consider in institute
Having aspect is to illustrate, without limitation.The scope of the utility model is not illustrated to be limited by following implementation, only by right
Shown in the range of claim, and including having all changes in the same meaning and scope of the claims with scope of the claims
Shape.
The knot of the utility model composite prefabricated concrete wallboard and combined wall board component is illustrated combined with specific embodiments below
Structure.
As shown in Figures 1 to 4, one structure of embodiment of the utility model composite prefabricated concrete wallboard includes rectangle coagulation
Native plate 1 and the insulation board 2 for being installed on 1 lateral surface of concrete slab, the present embodiment insulation board 2 is using XPS(insulation extruded polystyrene second
Alkene foamed plastics) material is made.Multiple the first purlins of rectangular ring through its left and right end are equipped on concrete slab 1 from top to bottom
Frame reinforcing bar 3, multiple first truss bars 3 of the present embodiment are in horizontally disposed, the equal length of each first truss bars 3 and mutually flat
Row.The end for being located at adjacent first truss bars 3 in 1 left side of concrete slab in the present embodiment is staggered in length.Positioned at mixed
The end of multiple first truss bars 3 on 1 right side of concrete board is also staggered for length.It is stretched out positioned at 1 left and right side of concrete slab
The first connection reinforcing bar 4 for being vertically disposed respectively by four of multiple first truss bars 3 link together, it is left to be located at front side
Between two first connection reinforcing bars 4 of side, between the two first connection reinforcing bars 4 on the right side of front side, on the left of rear side
Folding rule shape first is connected separately between two first connection reinforcing bars 4, between the two first connection reinforcing bars 4 on the right side of rear side
Rack reinforcing bar 5.
On the inside of left side former and later two first connection reinforcing bars 4 between, on the inside of right side former and later two first connect
It connects and is connected separately with the second rack of folding rule shape reinforcing bar 6 between reinforcing bar 4.
Multiple the second truss bars of rectangular ring 7 through its upper and lower end, this reality are equipped on concrete slab 1 from left to right
The equal length for applying multiple second truss bars 7 in example, positioned at the end of adjacent second truss bars 7 of 1 upside of concrete slab
In horizontal concordant setting.End positioned at multiple second truss bars 7 of 1 downside of concrete slab is that level flushes setting.It is located at
Multiple second truss bars 7 that the upper and lower side of concrete slab 1 is stretched out connect reinforcing bar 8 by four horizontal directions second respectively and are connected to
Together.Between the two second connection reinforcing bars 8 on the upside of front side, between the two second connection reinforcing bars 8 on the downside of front side,
Connect respectively between two second connection reinforcing bars 8 of rear-side upper, between the two second connection reinforcing bars 8 on the downside of rear side
It is connected to folding rule shape third rack reinforcing bar 9.
The lower end of concrete slab 1 is equipped with multiple keyways or open slot, and the present embodiment uses two back taper keyways 10.
Decorative panel 11 is installed positioned at the lateral surface of insulation board 2, insulation board 2, decorative panel 11 area be greater than concrete slab 1
Area, the upper surface outboard end of decorative panel 11 is equipped with the open slot 12 through its left and right.
As shown in Figures 5 to 7, two structure of embodiment of the utility model composite prefabricated concrete wallboard includes rectangle coagulation
Native plate 1 and the insulation board 2 for being installed on 1 lateral surface of concrete slab, the present embodiment insulation board 2 is using XPS(insulation extruded polystyrene second
Alkene foamed plastics) material is made.On concrete slab 1 from top to bottom be equipped with it is multiple be parallel to each other, horizontal direction place U-shaped first purlin
The left side of concrete slab 1 is stretched out at frame reinforcing bar 3 ', the non-close end of the first truss bars 3 ' of a portion, and closed end is located at mixed
In concrete board 1, the right side of concrete slab 1 is stretched out at the non-close end of the first truss bars 3 ' of another part, and closed end is located at mixed
In concrete board 1.The same side part for multiple first truss bars 3 ' for stretching out 1 left side of concrete slab passes through four vertically to first
Connection reinforcing bar 4 links together, and stretches out the same side part of multiple first truss bars 3 ' on 1 right side of concrete slab also by four
It is a to link together vertically to the first connection reinforcing bar 4.It is located at front side two the in four first of left and right side connection reinforcing bars 4
The first rack of folding rule shape reinforcing bar 5 is connected separately between one connection reinforcing bar 4 and between two first connection reinforcing bars 4 of rear side.
The end of adjacent first truss bars 3 ' in 1 left side of concrete slab is stretched out in the present embodiment in concordant setting.Stretch out concrete slab 1
The end of multiple first truss bars 3 ' on right side is also in concordant setting.
On the inside of left side former and later two first connection reinforcing bars 4 between, on the inside of right side former and later two first connect
It connects and is connected separately with the second rack of folding rule shape reinforcing bar 6 between reinforcing bar 4.
Multiple the second truss bars of rectangular ring 7 through its upper and lower end, this reality are equipped on concrete slab 1 from left to right
The equal length for applying multiple second truss bars 7 in example, the end of adjacent second truss bars 7 on the upside of concrete slab 1,
End positioned at multiple second truss bars 7 of 1 downside of concrete slab is that level flushes setting.It is upper and lower positioned at concrete slab 1
Multiple second truss bars 7 that side is stretched out are linked together by the second connection reinforcing bar 8 of four horizontal direction settings respectively.It is located at
Between two second connection reinforcing bars 8 on the upside of front side, between the two second connection reinforcing bars 8 on the downside of front side, be located at rear side
Folding rule is connected separately between two second connection reinforcing bars 8 of upside, between the two second connection reinforcing bars 8 on the downside of rear side
Shape third rack reinforcing bar 9.
The lower end of concrete slab 1 is equipped with multiple keyways or open slot, and the present embodiment uses two back taper keyways 10.
Decorative panel 11 is installed positioned at the lateral surface of insulation board 2, insulation board 2, decorative panel 11 area be greater than concrete slab 1
Area, the upper surface outboard end of decorative panel 11 is equipped with the open slot 12(through its left and right with reference to shown in Fig. 1).
As shown in figure 8, most of structure of the embodiment three of the utility model composite prefabricated concrete wallboard and above-mentioned figure
The structure of embodiment two described in 5- Fig. 8 is identical, and something in common repeats no more, and is a difference in that: stretching out the more of 1 left side of concrete slab
The stretching that the extension elongation of a first truss bars 3 ' is less than multiple first truss bars 3 ' on 1 right side of stretching concrete slab is long
Degree.
The structural schematic diagram of the utility model composite prefabricated concrete wallboard assembly embodiment one as shown in Figure 9, including two
A composite prefabricated concrete wallboard 13 as described in Fig. 1 or Fig. 5 or Fig. 8, the present embodiment are multiple using precast concrete described in Fig. 1
Wallboard 13 is closed, two composite prefabricated concrete wallboards 13 are set in parallel, multiple first purlins stretched out between each other by end
Frame reinforcing bar 3 links into an integrated entity with concrete connecting plate 14, is in linear type.
The structural schematic diagram of the utility model composite prefabricated concrete wallboard assembly embodiment two as shown in Figure 10, including two
A composite prefabricated concrete wallboard 13 as described in Fig. 1 or Fig. 5 or Fig. 8, the present embodiment are multiple using precast concrete described in Fig. 1
Wallboard 13 is closed, two composite prefabricated concrete wallboards 13 are vertical setting, multiple first purlins stretched out between each other by end
Frame reinforcing bar 3 links into an integrated entity with concrete connecting plate 14, L-shaped.
The structural schematic diagram of the utility model composite prefabricated concrete wallboard assembly embodiment three as shown in figure 11, including three
A composite prefabricated concrete wallboard 13 as described in Fig. 1 or Fig. 5 or Fig. 8, the present embodiment are multiple using precast concrete described in Fig. 1
Wallboard 13 is closed, the mode as described in Figure 9 of two of them composite prefabricated concrete wallboard 13 links into an integrated entity, and is in linear type, third
Composite prefabricated concrete wallboard 13 and the perpendicular connection of the first two composite prefabricated concrete wallboard 13, connection type refer to Figure 10 institute
It states, three composite prefabricated concrete wallboards 13 connect into one with concrete connecting plate 14 by multiple first truss bars 3 respectively
Body, it is T-shaped.
The utility model composite prefabricated concrete wallboard component can also be other design structures, may include multiple pre-
Concrete composite wallboard 13 processed, multiple first truss bars stretched out by end between contiguous prefabricated concrete composite wallboard 13
3 or multiple second truss bars 7 or multiple first truss bars 3 and multiple second truss bars 7 and concrete connecting plate 14 connect
It is connected into one.
The utility model composite prefabricated concrete wallboard and combined wall board component are by by concrete slab 1 and insulation board 2, more
A first truss bars 3,3 ', multiple second truss bars 7, the first rack reinforcing bar 5, the second rack reinforcing bar 6 and third rack steel
Muscle 9 is processed integrally, and formed product is made, and on-site assembly can be carried out by shipping it to building site, by each composite prefabricated concrete wallboard
Splice respectively with contiguous prefabricated concrete composite wallboard 13 between 13 along four, upper and lower, left and right face and assemble, makes each concrete
It is staggeredly docked between native combined wall board 13 by multiple first truss bars 3,3 ' stretched out or/and multiple second truss bars 7
It is good, by between staggeredly multiple first truss bars 3,3 ' of superposition or between multiple second truss bars 7 or multiple first
Casting concrete forms concrete connecting plate 14 between truss bars 3,3 ' and multiple second truss bars 7, and will be adjacent pre-
Insulation board 2 between concrete composite wallboard 13 processed links together, and guarantees that the close connection between adjacent floor deck, use are prefabricated
Concrete composite wallboard 13 processes building floor structure, and light-weight environment-friendly low cost is convenient for construction and short construction period, mentions
High construction efficiency, heat insulation effect is good and nonflammable, and use is safe；By the way that the multiple of at least side of concrete slab 1 will be stretched out
First truss bars 3,3 ' extension ends are designed as abutting end and are staggered in length, by that will stretch out at least side of concrete slab 1
Multiple second truss bars, 7 extension ends be designed as abutting end and be staggered for length, and multiple first truss bars 3,
First rack reinforcing bar 5 and the second rack reinforcing bar 6 are set between 3 ', third rack steel is set between multiple second truss bars 7
Muscle 9, in this way design guarantee that the floor construction entirety stress that the connection of composite prefabricated concrete wallboard 13 is formed and integral strength are closed
Reason.
Those skilled in the art are considering specification and after practicing utility model disclosed herein, will readily occur to practical
Novel other embodiments.This application is intended to cover any variations, uses, or adaptations of the utility model, these
Variations, uses, or adaptations follow the general principle of the utility model and including it is undocumented in the art
Common knowledge or conventional techniques.The description and examples are only to be considered as illustrative, the true scope of the utility model and
Spirit is pointed out by claim.
It should be understood that the utility model is not limited to embodiment method, the structure being described above, and attached
Precision architecture shown in figure, and various modifications and changes may be made without departing from the scope thereof.The scope of the utility model
Only it is limited by the accompanying claims.
Claims (10)
1. a kind of composite prefabricated concrete wallboard, which is characterized in that including concrete slab and be installed on concrete slab lateral surface
Insulation board is equipped with multiple cyclic annular or U-shaped first truss bars on the concrete slab from top to bottom, first truss bars
At least the left or right side of one end stretching concrete slab, multiple first truss bars stretch out the same side part of concrete slabs
By four vertically to first connection reinforcing bar link together, four it is described first connection reinforcing bars between front side two
And folding rule shape the first rack reinforcing bar is connected separately between rear side two.
2. composite prefabricated concrete wallboard according to claim 1, which is characterized in that described in former and later two of outside
The second net of folding rule shape is connected separately between first connection reinforcing bar, between former and later two described first connection reinforcing bars of inside
Frame reinforcing bar.
3. composite prefabricated concrete wallboard according to claim 1 or 2, which is characterized in that by a left side on the concrete slab
It is equipped with multiple the second truss bars of ring-type through its upper and lower end to the right, is stretched out positioned at the upper and lower side of the concrete slab multiple
Second truss bars, which pass through four horizontal directions second respectively and connect reinforcing bars, to link together, positioned at each to the of the upper and lower side in front side
Folding rule shape third rack is connected separately between the second connection reinforcing bar between two connection reinforcing bars, positioned at each of the upper and lower side of rear side
Reinforcing bar.
4. composite prefabricated concrete wallboard according to claim 3, which is characterized in that multiple first truss bars are stretched
The same side of concrete slab is in flushing setting or length is staggered out.
5. composite prefabricated concrete wallboard according to claim 4, which is characterized in that multiple second truss bars are stretched
The same side of concrete slab is in flushing setting or length is staggered out.
6. composite prefabricated concrete wallboard according to claim 5, which is characterized in that the lower end of the concrete slab is equipped with
Multiple keyways or open slot.
7. composite prefabricated concrete wallboard according to claim 6, which is characterized in that the lateral surface of the insulation board is installed
There is decorative panel, the upper surface outboard end of the decorative panel is equipped with the open slot through its left and right.
8. composite prefabricated concrete wallboard according to claim 7, which is characterized in that the insulation board uses XPS material
It is made.
9. a kind of composite prefabricated concrete wallboard component, which is characterized in that including multiple as claim 1-8 is described in any item
Composite prefabricated concrete wallboard, it is parallel between the two neighboring composite prefabricated concrete wallboard or be vertically arranged, and pass through end
Multiple first truss bars or multiple second truss bars or multiple first truss bars and multiple second Truss Steels that portion is stretched out
Muscle links into an integrated entity with concrete connecting plate.
10. composite prefabricated concrete wallboard component according to claim 9, which is characterized in that the precast concrete is multiple
Closing wallboard is linear type or L shape or T shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820905717.4U CN208594679U (en) | 2018-06-12 | 2018-06-12 | Composite prefabricated concrete wallboard and combined wall board component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820905717.4U CN208594679U (en) | 2018-06-12 | 2018-06-12 | Composite prefabricated concrete wallboard and combined wall board component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208594679U true CN208594679U (en) | 2019-03-12 |
Family
ID=65601200
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820905717.4U Active CN208594679U (en) | 2018-06-12 | 2018-06-12 | Composite prefabricated concrete wallboard and combined wall board component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208594679U (en) |
-
2018
- 2018-06-12 CN CN201820905717.4U patent/CN208594679U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103741797A (en) | Prestressed concrete beam plate with upper portion provided with flexural steel bars and frame structure system | |
| CN105297886B (en) | Lightweight steel structure building frame system | |
| CN106996147B (en) | Multilayer large-span assembled orthogonal spatial assembled concrete space lattice box structure and production method | |
| CN103741811A (en) | Embedded column type precast reinforced concrete member joint | |
| CN208486404U (en) | A kind of concrete shear force wall of steel bar template integrative installation technology | |
| CN107130715A (en) | Teeth groove is poured after a kind of to be linked and packed the construction method of formula building roof system | |
| NO20081030L (en) | Process for the preparation of a wall-floor construction of reinforced concrete | |
| CN107989238A (en) | A kind of cast-in-place sandwiched heat-preservation shear wall structure, assembled architecture and engineering method | |
| CN105926774B (en) | A kind of end plate connection monoblock type Composite frame beam and combinations thereof method | |
| CN208594679U (en) | Composite prefabricated concrete wallboard and combined wall board component | |
| CN207032466U (en) | A kind of superposed type prefabricated reinforced concrete structure system | |
| CN204781519U (en) | Prefabricated coincide floor of lightweight concrete combination | |
| CN209163059U (en) | A kind of precast concrete Special-Shaped Column and steel beam connecting joint | |
| CN208594680U (en) | Composite prefabricated concrete wallboard and combined wall board component | |
| CN110397187A (en) | Assembled architecture and construction method | |
| CN207672745U (en) | A kind of node structure of precast prestressed assembled composite beam-prefabricated post | |
| CN2319463Y (en) | Integral net structure for connecting box shape house | |
| CN207003719U (en) | A kind of prefabricated steel faced wall with steel bar girder | |
| CN106088470B (en) | Assembly concrete complex case shape beam and its construction method | |
| CN205530681U (en) | Close rib composite wall panel structure system of bevel | |
| CN209364938U (en) | A kind of precast concrete wall panel composable mold | |
| CN201109951Y (en) | Combined light steel heat-insulation wall plate | |
| CN103061444A (en) | Self-supporting deformed steel-encased concrete composite beam | |
| CN203795600U (en) | Embedded column type prefabricated reinforced concrete member joint | |
| CN211396107U (en) | Assembled shear force wall with steel sheet stud combination formula bracing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |