CN208533764U - A kind of panel structure - Google Patents
A kind of panel structure Download PDFInfo
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- CN208533764U CN208533764U CN201820974289.0U CN201820974289U CN208533764U CN 208533764 U CN208533764 U CN 208533764U CN 201820974289 U CN201820974289 U CN 201820974289U CN 208533764 U CN208533764 U CN 208533764U
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- wallboard
- wallboard body
- reinforcing bar
- adjacent
- panel structure
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Abstract
The utility model discloses a kind of panel structures, it is related to building engineering field, if including dry splice and pouring the integrally-built unit wallboard of composition, unit wallboard includes the reinforcing bar of wallboard body and pre-buried portion in the inner, and reinforcing bar includes the longitudinal reinforcement for connecting two of vertically-adjacent wallboard bodies and the transverse steel for connecting two laterally adjacent wallboard bodies；Longitudinal reinforcement includes for the vertical reinforcing bar of adjacent two wallboard body of plug connection and for the U-shaped steel muscle of pouring molding concrete；Transverse steel include it is several be arranged in pairs and be embedded in advance the splice bar inside wallboard body, and the splice bar of adjacent two wallboard body is engaged by clamping and pouring molding.Reinforcing bar completion between adjacent cells wallboard by pre-buried portion in the inner pre-fixes operation, and casting concrete completes whole operations for forming, and production and construction simple process is conducive to the production and construction period for shortening prefabricated panel.
Description
Technical field
The utility model relates to building engineering fields, more particularly, to a kind of panel structure.
Background technique
In the armored concrete template component used for building assembly that precast plant or construction site scene are processed into, letter
Referred to as wallboard or siding.Assembled large panel building is built using prefabricated panel (siding), the work for improving construction operation can be played
Factory, mechanization degree reduce situ wet operation, save live recruitment, shorten the effect in construction period.
Existing Authorization Notice No. is the Chinese patent of CN206352353U, and it discloses a kind of monoblock types to pour wallboard, packet
Wall board body is included, the both ends of wall board body offer baltimore groove vertically, and steel mesh is prefabricated with inside and outside wall board body.It is adjacent
Worn between the baltimore groove of two wall board bodies and be connected with steel tendon, the both ends of steel tendon respectively with the reinforcing bar on corresponding wall board body
Net is connected, and the receiving hole for assembling reinforcement is formed in the middle part of the steel tendon being connected between two wall board bodies.Adjacent two
Wall board body is connected by steel tendon, then stitching portion casting concrete and cooperate reinforcing bar formed overall structure, to reach
Improve the purpose for the integrally-built structural strength that adjacent two wall board body is constituted.
During the practical generation of prefabricated panel, processing staff needs to wear steel tendon between adjacent two wallboard, and
Steel tendon needs affixed with the steel mesh on wall board body, and fixed steel bars is tied up in the middle part of steel tendon, then casting concrete at
Type is overall structure；Whole production technology is complicated, leads to the production and processing excessive cycle of prefabricated panel.
Utility model content
In view of the above technical problems, the purpose of this utility model is to provide a kind of panel structures, adjacent by being embedded in advance
Reinforcing bar splicing and casting concrete in two unit wallboards are shaped to panel structure, to reach simplified production and construction technique, contract
The purpose in the production and construction period of short prefabricated panel.
To achieve the above object, the utility model provides following technical solution: a kind of panel structure, includes several spellings
It connects and pours and constitute integrally-built unit wallboard, the unit wallboard includes the steel of wallboard body and pre-buried portion in the inner
Muscle, and the reinforcing bar includes longitudinal reinforcement for connecting two of vertically-adjacent wallboard bodies and for connecting two lateral phases
The transverse steel of adjacent wallboard body；The longitudinal reinforcement includes the vertical reinforcing bar for adjacent two wallboard body of plug connection
And the U-shaped steel muscle for pouring molding concrete, and the vertical reinforcing bar is embedded in wallboard body and from wallboard body
One end wears stretching, and the other end of the wallboard body offers the spliced eye for being used in combination with vertical reinforcing bar, and buries
The U-shaped steel muscle in wallboard body is connected on the side wall of adjacent another wallboard body；The transverse steel includes
Several to be arranged in pairs and be embedded in advance the splice bar inside wallboard body, the splice bar extends inside wallboard body and curved
Folding forms hook formation, and the hook formation of two splice bars being arranged in pairs is oppositely arranged, and adjacent two wallboard body
Splice bar is engaged by clamping and pouring molding.
By using above-mentioned technical proposal, longitudinal reinforcement and transverse steel are staggered and casting concrete, to complete
The operations for forming of unit wallboard.Operation is pre-fixed by vertical reinforcing bar grafting completion between two longitudinally adjacent unit wallboards, then
Operations for forming is completed by U-shaped steel muscle pouring molding concrete；And it is mutual by two groups between two laterally adjacent unit wallboards
The clamping engagement completion for the splice bar being staggered pre-fixes operation, ties up the transverse steel of the fixed adjacent wallboard of Unit two simultaneously
Casting concrete molding, to complete the operations for forming of prefabricated panel.Pass through pre-buried portion in the inner between adjacent cells wallboard
Reinforcing bar completion pre-fixes operation, and casting concrete completes whole operations for forming, and production and construction simple process is conducive to shorten
The production and construction period of prefabricated panel.
The utility model is further arranged to: be uniformly embedded in the wallboard body several groups be set in distance it is described
Transverse steel.
By using above-mentioned technical proposal, multiple groups transverse steel, multiple groups transverse steel are uniformly buried inside wallboard body
Mutually pre-fixing for two laterally adjacent wallboard bodies is completed in clamping, is not only improved and is improved what laterally adjacent two wallboard body pre-fixed
Stability, and be conducive to improve the structural strength and uniform force for pre-fixing structure.
The utility model is further arranged to: two splice bars of transverse steel described in constituting one group are staggered, and phase
The transverse steel of adjacent two wallboard bodies is engaged by clamping.
By using above-mentioned technical proposal, the splice bar of two groups of transverse steels of corresponding setting is mutually connected and fixed,
Operation is pre-fixed to complete two laterally adjacent wallboard bodies, and it is simple to pre-fix structure, it is convenient to carry out, be conducive in letter
Metaplasia produces construction operation.
The utility model is further arranged to: transverse steel described in several groups constitutes the first reinforcing bar band, first reinforcing bar
Two splice bars of each group transverse steel in band tie up fixation, and the first reinforcing bar band is poured with adjacent two wallboard body and built up
Type is fixed.
By using above-mentioned technical proposal, corresponding two groups of transverse steels are tied up and constitute the first reinforcing bar band, the first steel
For rib tape casting concrete molding stationary phase is fixed compared with straight forming after splice bar clamping, the company of adjacent two wallboard body
Binding structure is more firm, is conducive to the overall structural strength and stability that improve prefabricated panel.
The utility model is further arranged to: the vertical steel being set in distance uniformly is embedded in the wallboard body
Muscle and the U-shaped steel muscle.
By using above-mentioned technical proposal, the vertical reinforcing bar of multiple groups and U-shaped steel muscle are uniformly buried inside wallboard body, it is existing
Conducive to improving the stability that two vertical adjacent wallboard bodies pre-fix, but be conducive to improve the structural strength for pre-fixing structure and
Uniform force；And vertical reinforcing bar and U-shaped spacing of reinforcement are arranged, and play the work for further increasing the structural strength for pre-fixing structure
With.
The utility model is further arranged to: being uniformly embedded in the wallboard body several for enhancing two vertically connections
Wallboard body connection structure intensity stiffener, the stiffener is set as U-shaped structure, and the stiffener with
Gap is formed between the side wall of adjacent wallboard body.
By using above-mentioned technical proposal, stiffener plays raising concrete and pre-fixes the whole knot after shaping structures
The effect of the structural strength and structural stability of structure.
The utility model is further arranged to: the second reinforcing bar band of several U-shaped steel muscle compositions, in the second reinforcing bar band
Each U-shaped steel muscle abutted against with adjacent wallboard body, and the second reinforcing bar band and adjacent two wallboard bodies pouring molding are solid
It is fixed.
By using above-mentioned technical proposal, the second reinforcing bar band is constituted after multiple groups U-shaped steel muscle casting concrete, vertical adjacent two
The connection structure of wallboard body is more firm, is conducive to the overall structural strength and stability that improve prefabricated panel.
The utility model is further arranged to: pre-plugged has the pipeline for wearing pipeline in the wallboard body.
By using above-mentioned technical proposal, pipeline is embedded in inside wallboard body in advance, is conducive to simplify subsequent apply
Work industry；Meanwhile pipeline is worn convenient for construction personnel.
The utility model is further arranged to: the pipeline is worn out in wallboard body for stretching out the one of longitudinal reinforcement
End, and the groove for accommodating pipeline is offered in the adjacent wallboard body.
By using above-mentioned technical proposal, for construction personnel when wearing pipeline, groove plays offer installation surplus and installation
The effect in space, in order to which construction personnel wears pipeline.
The utility model is further arranged to: offered in the wallboard body for into spliced eye concrete perfusion and
The fill orifice of mortar, and the fill orifice is opened on the side elevation of wallboard body and is connected with spliced eye.
By using above-mentioned technical proposal, concrete and mortar are poured into fill orifice by construction personnel, and along perfusion
Hole enters the fixed vertical reinforcing bar of molding in spliced eye, to complete the molding fixed operation of vertical reinforcing bar.
In conclusion the utility model has the following beneficial effects:
First, longitudinal reinforcement and transverse steel are staggered and casting concrete, so that the molding for completing unit wallboard is made
Industry；And operation is pre-fixed by the completion of the reinforcing bar in pre-buried portion in the inner between adjacent cells wallboard, then casting concrete complete it is whole
The operations for forming of body, production and construction simple process are conducive to the production and construction period for shortening prefabricated panel；
Second, the integrally formed operation of prefabricated panel can be completed in processing factory, then transports to scene and carry out integral installation
Construction；The concreting operations for forming of muti-piece unit wallboard can also be carried out at the construction field (site), and there is preferable using flexible,
To adapt to different construction demands.
Detailed description of the invention
Fig. 1 is a kind of general structure schematic diagram of panel structure；
Fig. 2 is primarily used for showing connection structure and two laterally adjacent walls between of vertically-adjacent two wallboard body
The schematic diagram of connection structure between plate ontology；
Fig. 3 is primarily used for showing the structural schematic diagram of transverse steel and spliced eye；
Fig. 4 is primarily used for showing the structural schematic diagram of longitudinal reinforcement.
Appended drawing reference: 1, unit wallboard；2, wallboard body；21, spliced eye；22, fill orifice；3, reinforcing bar；31, lateral steel
Muscle；311, splice bar；312, hook formation；313, the first reinforcing bar band；32, longitudinal reinforcement；321, vertical reinforcing bar；322, U-shaped
Reinforcing bar；323, the second reinforcing bar band；4, stiffener；5, pipeline；6, groove.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
As shown in Figure 1, a kind of panel structure, if including dry splice and pouring the unit wallboard for constituting precast wall panel structure
1, unit wallboard 1 includes the wallboard body 2 being arranged in square and is embedded in its internal reinforcing bar 3 in advance, and reinforcing bar 3 is for connecting
Adjacent two pieces of wallboard bodies 2 simultaneously cooperate pouring molding concrete connecting structure, to constitute complete precast wall panel structure.
As shown in Fig. 2, pre-fixing mode because of two of vertically-adjacent wallboard bodies 2 and two laterally adjacent wallboard bodies 2
Different with concreting molding mode, reinforcing bar 3 is also classified into for connecting two of vertically-adjacent wallboard bodies 2 and for connecting two
The two categories of laterally adjacent wallboard body 2, i.e. transverse steel 31 and longitudinal reinforcement 32.
In conjunction with shown in Fig. 2 and Fig. 3, the preparatory uniform intervals of several groups transverse steel 31 are embedded in wallboard body 2, and every group horizontal
It include the splice bar 311 being embedded in advance inside wallboard body 2 in pairs, two splicing steel of every group of transverse steel 31 to reinforcing bar 31
Muscle 311 extends wallboard body 2 and is bent to form hook formation 312；And two the splice bar 311 being arranged in pairs hook-shaped knot
The opposite bending setting of structure 312, that is, two splice bars 311 for constituting one group of transverse steel 31 are staggered.Several groups transverse steel
31 parts for extending wallboard body 2 collectively form the first reinforcing bar band 313, when two laterally adjacent wallboard bodies 2 are connected,
First reinforcing bar band 313 of two wallboard bodies 2 is interlaced and connects and fixes, to complete two laterally adjacent wallboard bodies 2
Operation is pre-fixed, then carries out concreting operations for forming, is made so that the molding for completing two laterally adjacent wallboard bodies 2 is fixed
Industry.
In conjunction with shown in Fig. 2 and Fig. 4, in order to which the pre-fixing for wallboard body 2 for realizing that two vertically connect simultaneously is poured with concrete
Type is built up, longitudinal reinforcement 32 includes to build up for the vertical reinforcing bar 321 of adjacent two wallboard body 2 of plug connection and for pouring
The U-shaped steel muscle 322 of type concrete.Several vertical reinforcing bars 321 are uniformly embedded in wallboard body 2 in advance and from wallboard bodies 2
Lower end wears stretching straight down, and the upper end of vertical adjacent wallboard body 2 be uniformly provided with for vertical 321 phase of reinforcing bar
The spliced eye 21 being used cooperatively；When vertical two adjacent wallboard bodies 2 are connected, vertical reinforcing bar 321 is plugged in corresponding
In spliced eye 21 and concrete perfusion molding is fixed, to complete to pre-fix operation；
Several U-shaped steel muscle 322 are uniformly embedded in wallboard body 2 in advance, and wallboard body 2 is stretched out in its lower end, works as completion
After pre-fixing operation, one end that U-shaped steel muscle 322 stretches out wallboard body 2 is connected to the upper end side wall of adjacent another wallboard body 2
Place.The second reinforcing bar band 323 is set by the part that several U-shaped steel muscle 322 stretch out wallboard body 2, then the second reinforcing bar band 323 is stretched
Outlet is connected to the upper end of adjacent wallboard body 2, then carries out concreting operations for forming, so that it is of vertically-adjacent to complete two
The pouring molding operation of wallboard body 2.
Above-mentioned vertical reinforcing bar 321 and 322 uniform intervals of U-shaped steel muscle are embedded in wallboard body 2, improve two vertically to reach
The purpose of connection structure intensity between adjacent wallboard body 2；And several stiffeners 4 are uniformly embedded in wallboard body 2,
Stiffener 4 is set as U-shaped structure, and the diameter of stiffener 4 is less than the diameter of U-shaped steel muscle 322；With this implementation
For example, two U-shaped steel muscle 322 are provided between adjacent two vertical reinforcing bar 321, and be provided with one between above-mentioned two U-shaped steels muscle 322
Stiffener 4, stiffener 4, which is directly embedded in concrete structure and plays, further strengthens two of vertically-adjacent wallboard sheets
The effect of connection structure strength and stability between body 2.
Referring to figs. 1 and 2, for the ease of construction personnel's concrete perfusion to form fixed vertical reinforcing bar 321, wallboard
Offer the fill orifice 22 for the concrete perfusion into spliced eye 21 and mortar on the vertical side of ontology 2, and fill orifice 22 with
Spliced eye 21 is connected.Pipeline is worn for the ease of construction personnel, pre-plugged has the pipe for wearing pipeline in wallboard body 2
Road 5, pipeline 5 wears out the lower end of wallboard body 2, and offers in of vertically-adjacent wallboard body 2 for accommodating the recessed of pipeline 5
Slot 6, in order to which construction personnel carries out pipeline to wear operation.
The present embodiment is further elaborated below with reference to specific movement:
Construction personnel can carry out the construction operation of precast wall panel structure at the scene, when needing to complete two laterally adjacent wallboards
When the molding fixed operation of ontology 2, carry out two laterally adjacent wallboard bodies 2 first pre-fixes operation, that is, docks two wallboards
Ontology 2, and make two first reinforcing bar bands 313 be mutually inserted and connect and fix, then carry out concreting molding fixed operation；
When needing to complete the molding fixed operation of two of vertically-adjacent wallboard bodies 2, it is of vertically-adjacent that two are carried out first
Wallboard body 2 pre-fixes operation, i.e., the vertical reinforcing bar 321 of the unit wallboard 1 on upper layer is plugged in the list of lower layer straight down
In corresponding spliced eye 21 on first wallboard 1, and fixed by 22 concrete perfusion of fill orifice and mortar molding, then carry out two
Molding fixed operation between wallboard body 2, i.e., the form coagulation under the auxiliary of the second reinforcing bar band 323 and stiffener 4
Soil.
Present embodiment is only the explanation to the utility model, is not limitations of the present invention, this
Field technical staff can according to need the modification that not creative contribution is made to the present embodiment after reading this specification,
But as long as all by the protection of Patent Law in the scope of the claims of the utility model.
Claims (10)
1. a kind of panel structure, if including dry splice and pouring the integrally-built unit wallboard (1) of composition, it is characterised in that:
The unit wallboard (1) includes the reinforcing bar (3) in wallboard body (2) and pre-buried portion in the inner, and the reinforcing bar (3) includes
For connecting the longitudinal reinforcement (32) of two of vertically-adjacent wallboard bodies (2) and for connecting two laterally adjacent wallboard bodies
(2) transverse steel (31)；
The longitudinal reinforcement (32) includes the vertical reinforcing bar (321) for adjacent two wallboard body (2) of plug connection and uses
In the U-shaped steel muscle (322) of pouring molding concrete, and the vertical reinforcing bar (321) is embedded in wallboard body (2) and from wallboard
One end of ontology (2) wears stretching, and the other end of the wallboard body (2) is offered for matching with vertical reinforcing bar (321)
The spliced eye (21) used, and be embedded in the U-shaped steel muscle (322) in wallboard body (2) and be connected to adjacent another wallboard sheet
On the side wall of body (2)；
The transverse steel (31) includes several splice bars (311) being arranged in pairs and be embedded in wallboard body (2) inside in advance,
The splice bar (311) is extended wallboard body (2) inside and is bent to form hook formation (312), two institutes being arranged in pairs
The hook formation (312) for stating splice bar (311) is oppositely arranged, and splice bar (311) clamping of adjacent two wallboard body (2)
With merging pouring molding.
2. a kind of panel structure according to claim 1, it is characterised in that: be uniformly embedded in the wallboard body (2)
The transverse steel (31) that several groups are set in distance.
3. a kind of panel structure according to claim 2, it is characterised in that: two of transverse steel (31) described in constituting one group
Splice bar (311) is staggered, and the transverse steel (31) of adjacent two wallboard body (2) is engaged by clamping.
4. a kind of panel structure according to claim 2 or 3, it is characterised in that: transverse steel described in several groups (31) structure
At the first reinforcing bar band (313), two splice bars (311) of each group transverse steel (31) in the first reinforcing bar band (313) are tied
It pricks and fixes, and the first reinforcing bar band (313) is fixed with adjacent two wallboard body (2) pouring molding.
5. a kind of panel structure according to claim 1, it is characterised in that: be uniformly embedded in the wallboard body (2)
The vertical reinforcing bar (321) being set in distance and the U-shaped steel muscle (322).
6. a kind of panel structure according to claim 5, it is characterised in that: be uniformly embedded in the wallboard body (2)
The stiffener (4) of several connection structure intensity for being used to enhance the wallboard body (2) that two vertically connect, the stiffener
(4) it is set as U-shaped structure, and is formed with gap between the stiffener (4) and the side wall of adjacent wallboard body (2).
7. a kind of panel structure according to claim 5 or 6, it is characterised in that: several U-shaped steel muscle (322) are constituted
Second reinforcing bar band (323), each U-shaped steel muscle (322) in the second reinforcing bar band (323) offset with adjacent wallboard body (2)
It connects, and the second reinforcing bar band (323) is fixed with adjacent two wallboard body (2) pouring molding.
8. a kind of panel structure according to claim 1, it is characterised in that: the interior pre-plugged of the wallboard body (2) has
For wearing the pipeline (5) of pipeline.
9. a kind of panel structure according to claim 8, it is characterised in that: the pipeline (5) wears out wallboard body (2)
On offer for stretching out one end of longitudinal reinforcement (32), and in the adjacent wallboard body (2) for accommodating the recessed of pipeline (5)
Slot (6).
10. a kind of panel structure according to claim 1, it is characterised in that: offer and be used on the wallboard body (2)
To the fill orifice (22) of the interior concrete perfusion of spliced eye (21) and mortar, and the fill orifice (22) is opened in wallboard body (2)
Side elevation on and be connected with spliced eye (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820974289.0U CN208533764U (en) | 2018-06-23 | 2018-06-23 | A kind of panel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820974289.0U CN208533764U (en) | 2018-06-23 | 2018-06-23 | A kind of panel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208533764U true CN208533764U (en) | 2019-02-22 |
Family
ID=65392673
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820974289.0U Active CN208533764U (en) | 2018-06-23 | 2018-06-23 | A kind of panel structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN208533764U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130488A (en) * | 2019-06-17 | 2019-08-16 | 湘潭大学 | A kind of novel fabricated building node and its construction |
| CN110685371A (en) * | 2019-09-11 | 2020-01-14 | 江阴天孚新型墙体材料有限公司 | Rapid hoisting construction process for prefabricated composite wallboard |
| CN111206698A (en) * | 2020-01-14 | 2020-05-29 | 海达建设集团有限公司 | Construction method of assembled wallboard |
| CN113006316A (en) * | 2021-03-03 | 2021-06-22 | 曙光装配式建筑科技（浙江）有限公司 | Longitudinal rib superposed shear wall and construction method thereof |
| CN114045957A (en) * | 2021-12-27 | 2022-02-15 | 山东同创设计咨询集团有限公司 | Green assembly type wallboard for building and assembly method |
| CN114135023A (en) * | 2021-12-27 | 2022-03-04 | 山东同创设计咨询集团有限公司 | Assembled building outer wall and construction method |
-
2018
- 2018-06-23 CN CN201820974289.0U patent/CN208533764U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130488A (en) * | 2019-06-17 | 2019-08-16 | 湘潭大学 | A kind of novel fabricated building node and its construction |
| CN110685371A (en) * | 2019-09-11 | 2020-01-14 | 江阴天孚新型墙体材料有限公司 | Rapid hoisting construction process for prefabricated composite wallboard |
| CN111206698A (en) * | 2020-01-14 | 2020-05-29 | 海达建设集团有限公司 | Construction method of assembled wallboard |
| CN113006316A (en) * | 2021-03-03 | 2021-06-22 | 曙光装配式建筑科技（浙江）有限公司 | Longitudinal rib superposed shear wall and construction method thereof |
| CN114045957A (en) * | 2021-12-27 | 2022-02-15 | 山东同创设计咨询集团有限公司 | Green assembly type wallboard for building and assembly method |
| CN114135023A (en) * | 2021-12-27 | 2022-03-04 | 山东同创设计咨询集团有限公司 | Assembled building outer wall and construction method |
| CN114135023B (en) * | 2021-12-27 | 2023-03-07 | 山东同创设计咨询集团有限公司 | Assembly type building outer wall and construction method |
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