CN205530681U - Close rib composite wall panel structure system of bevel - Google Patents
Close rib composite wall panel structure system of bevel Download PDFInfo
- Publication number
- CN205530681U CN205530681U CN201620088057.6U CN201620088057U CN205530681U CN 205530681 U CN205530681 U CN 205530681U CN 201620088057 U CN201620088057 U CN 201620088057U CN 205530681 U CN205530681 U CN 205530681U
- Authority
- CN
- China
- Prior art keywords
- rib
- rectangular frame
- composite wall
- structural system
- wall board
- 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
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model relates to a building structure field especially relates to a close rib composite wall panel structure system of bevel, including frame construction and the prefabricated wallboard of setting in frame construction, prefabricated wallboard includes a rectangular frame who comprises crossbeam and stand, first rib of fixed connection and second rib in the rectangular frame, and first rib and second rib set up for crossbeam and stand slope, and first rib interweaves with the second rib and forms latticed rib check, sets up the packing building block in the rib check. First rib and second rib all slope to set up for a rectangular frame's crossbeam and stand in this application, this structure has improved close rib composite wall panel structure system of bevel's bearing capacity, it is more reasonable to make prefabricated wallboard atress, effective restriction fills that the building block is fissured to be develoied, and it can the mutual binding when the atress with the rib check to fill the building block, make and fill building block and the reduction of rib check relative slip, full play fills the intensity of building block and rib check, close rib composite wall panel structure system of bevel's whole working property has been improved.
Description
Technical field
The application relates to building structure field, particularly relates to a kind of oblique close rib composite wall board structural system.
Background technology
In recent years, earthquake all over the world takes place frequently, and brings huge disaster to the productive life of people.
Therefore, be badly in need of a kind of the most economical shatter-proof but also can the power consumption body of wall of rapid construction, to rescue after adapting to shake
And quickly Urban-rural Development construction.
The proposition of close rib composite construction successfully solves problems.Patent No.
The Chinese invention patent of CN200610001006.6, disclose a kind of entitled " multi-rib structure system and
Its connection construction process " new structural systen.This type of close rib composite wall board structural system, adopts
By the form that horizontal girt strip and vertical rib post are orthogonal, wherein girt strip and rib post are alternatively referred to as rib.Although
The existence of girt strip, rib post itself is to the integral rigidity of close rib composite wall board structural system, horizontal bearing capacity
Improve, and the in-filled block in rib lattice is had certain effect of contraction, it is possible to improve close rib multiple
Close the overall performance of wallboard structural system.But, when close rib composite wall board structural system stress, split
Seam typically develops along principal direction of stress (oblique), in-filled block quickly strain cracking, enters plasticity shape
State.And bigger Relative sliding between in-filled block and girt strip and rib post, may be produced so that girt strip
Being not in full use with the intensity of rib post, both cooperative overall performances are the best.
In sum, there is lacking of the functional difference of overall structure in existing close rib composite wall board structural system
Fall into.
Utility model content
This application provides a kind of oblique close rib composite wall board structural system, its overall performance is had
Effect promotes.
This application provides a kind of oblique close rib composite wall board structural system, including frame structure and setting
Prefabricated panel in described frame structure；
Described prefabricated panel includes the first rectangular frame being made up of crossbeam and column, described first rectangle
First rib and the second rib, described first rib and described second rib phase it is fixedly connected with in framework
All being obliquely installed for described crossbeam and described column, described first rib interweaves with described second rib
Form latticed rib lattice, in described rib lattice, be provided with in-filled block, inclining of all described first ribs
Rake angle is identical, and the angle of inclination of all described second ribs is identical.
Preferably, described frame structure includes frame and some connection posts, and described connection post is by described
Frame is divided into some second rectangular frames, and described prefabricated panel is fixed in described second rectangular frame,
Therebetween concrete layer it is filled with.
Preferably, described first rectangular frame, first rib and described second rib are reinforced concrete
Reinforcing bar in soil structure, described first rib and described second rib stretches out outside described first rectangular frame,
And fixing with described second rectangular frame is connected, described first rectangular frame and described second rectangular frame
Between be filled with concrete layer.
Preferably, between described first rib and described second rib and described crossbeam and described column
Angle is 40-50 °.
Preferably, between described first rib and described second rib and described crossbeam and described column
Angle is 45 °.
Preferably, the described reinforcing bar in described first rib and described second rib is at described first rectangle
Extension elongation outside framework is more than or equal to 160mm.
Preferably, in described in-filled block is adhesively fixed on described rib lattice.
Preferably, described in-filled block is air-entrained concrete building block.
A kind of method preparing described oblique close rib composite wall board structural system, comprises the following steps:
(1) described crossbeam and described column is used to constitute the first rectangular frame, and by described first rib
Bar and described second rib are fixed in the first rectangular frame, and the two is relative to described first rectangular frame
Described crossbeam and described column be all obliquely installed, and described first rib with described second rib hand over
Knit the latticed rib lattice of formation；
(2) in described rib lattice, place described in-filled block, and be fixed, formed described prefabricated
Wallboard；
(3) described prefabricated panel is fixed in described second rectangular frame.
Preferably, described prefabricated panel is fixed by filling concrete with described second rectangular frame.
The technical scheme that the application provides can reach following beneficial effect:
Oblique close rib composite wall board structural system provided herein, wherein first rib and the second rib
Bar is all obliquely installed relative to crossbeam and the column of the first rectangular frame, such a construction increases oblique close
Rib composite wall board structural system, at the bearing capacity in horizontal or vertical direction, makes the stress of prefabricated panel more
Rationally, effectively limit the carrying out of crack of in-filled block, make in-filled block later entrance plasticity rank
Section, and in-filled block can mutually retrain when stress with rib lattice so that in-filled block and rib lattice
Relatively slide minimizing, thus give full play to the intensity of in-filled block and rib lattice, be effectively increased oblique close
The integral working of rib composite wall board structural system.
It should be appreciated that it is only exemplary that above general description and details hereinafter describe, and
The application can not be limited.
Accompanying drawing explanation
The overall structure of the oblique close rib composite wall board structural system that Fig. 1 is provided by the embodiment of the present application
Schematic diagram；
The structural representation of the prefabricated panel that Fig. 2 is provided by the embodiment of the present application.
Accompanying drawing herein is merged in specification and constitutes the part of this specification, it is shown that meet this
The embodiment of application, and for explaining the principle of the application together with specification.
Detailed description of the invention
Below by specific embodiment and combine accompanying drawing the application is described in further detail.Literary composition
Described in "front", "rear", "left", "right", " on ", D score all with the close rib of the oblique in accompanying drawing be combined
The laying state of wallboard structural system is reference.
As shown in Figure 1-2, the embodiment of the present application provides a kind of oblique close rib composite wall board structural system,
Including frame structure and the prefabricated panel being arranged in frame structure；Wherein, prefabricated panel includes first
Rectangular frame, first rib the 3, second rib 4 and in-filled block 8, the first rectangular frame is used for
Carrying and fixing first rib 3 and the second rib 4, the first rectangular frame is by crossbeam 1 and 2 groups of column
Becoming, wherein first rib 3 and the second rib 4 are fixedly connected in the first rectangular frame, and phase
Crossbeam 1 and column 2 are all obliquely installed, additionally interweave in first rib 3 and the second rib 4
It is provided with in-filled block 8 in the latticed rib lattice 5 formed.The angle of inclination phase of all first ribs 3
With, the angle of inclination of all second ribs 4 is identical.First rib 3 He in existing prefabricated panel
Second rib 4 is all vertically disposed relative to the crossbeam 1 of the first rectangular frame and column 2, when being subject to
During to External Force Acting, stress the most diagonally develops, and this sets for being perpendicular to crossbeam 1 and column 2
For the first rib 3 put and the second rib 4, its ability bearing external force is the most sufficiently sent out
Wave, cause the in-filled block 8 in rib lattice 5 to there occurs strain cracking soon when stress, too early
Enter the plastic stage, and, in-filled block 8 also can produce bigger the most sliding relative to rib lattice 5
Move, have impact on the structural strength of prefabricated panel further.Therefore, the application is by first rib 3 and
Two ribs 4 are obliquely installed both with respect to crossbeam 1 and the column 2 of the first rectangular frame and are woven into grid
The rib lattice 5 of shape, such structure designs so that first rib 3 and the second rib 4 are being answered by main
Big portion can more effectively and be sufficiently carried along the direction of principal stress when power is to the effect of prefabricated panel
The power divided so that stress form is the most reasonable, improves the bearing capacity of level and vertical direction, thus
Slow down in-filled block 8 and enter the process of plastic deformation, enhance the structural behaviour of prefabricated panel, this
Application provides the zone of reasonableness at angle of inclination and is 40-50 °, by first rib 3 and the second rib 4
Control within the range relative to the inclination angle of crossbeam 1 with column 2, oblique close rib composite wall plate structure
System can obtain preferably overall performance, and when this angle of inclination is 45 °, the close rib of this oblique is combined
The overall performance of wallboard structural system reaches optimal, it is possible to play more fully.
Frame structure includes frame 6 and some connection posts 7, connects post 7 and is divided into some by frame 6
Second rectangular frame, wherein, connects post 7 and is perpendicular to frame 6, relative to frame 6, connect post 7
Not only acting as the effect of subregion, additionally it is possible to play a supporting role, the second rectangular frame is used for fixing prefabricated
Wallboard, is filled with concrete between the second rectangular frame and prefabricated panel, further enhancing dry wall
Fastness between plate and the second rectangular frame.
First rectangular frame, first rib 3 and the second rib 4 all use reinforced concrete structure, should
Structure have firm, durable, fire protecting performance is good and saves steel, low cost and other advantages.First square
Shape framework is attached by stretching out the reinforcing bar outside framework and the second rectangular frame, and its extension elongation is big
In or equal to 160mm, be filled with therebetween concrete, the i.e. first rectangular frame and the second rectangle frame
Frame have employed the mode of anchoring and is attached so that connect anchoring the most firm, suitable between unit
Power suffered by reinforcing bar can effectively be passed to anchoring body by length, thus alleviates the stress burden of reinforcing bar,
Anchoring can use the form such as crotch, bending.
Concrete segment is by using concrete segment special bonding agent to be bonded in rib lattice 5, and it is to rib
Lattice 5 play the effect supporting and filling, and concrete segment special bonding agent can be special bonding sand
Slurry or masonry mortar.Use dedicated mortar can improve the adhesive effect of concrete segment so that bonding
The most firm.Concrete segment uses air-entrained concrete building block, its have lightweight, intensity is high,
Shock resistance is good, easily processing, high temperature resistant, good sound-proofing, be easy to construction and to prepare material simple
It is easy to get, very the advantage such as environmental protection.
Embodiment one
A kind of method preparing described oblique close rib composite wall board structural system, comprises the following steps:
(1) use crossbeam 1 and column 2 constitute the first rectangular frame, crossbeam 1 and column 2 be by
Vertical muscle forms with stirrup colligation, and first rib 3 and the second rib 4 are fixed in the first rectangular frame,
First rib 3 and the second rib 4 are formed by vertical muscle and stirrup colligation equally, will constitute first rib respectively
The reinforcing bar of bar 3 and the framework of steel reinforcement of the reinforcing bar of the second rib 4 first rectangular frame good relative to colligation
Isoplanar crossbeam 1 and column 2 carry out tilting the position that arranges of the reinforcing bar in fixing and two planes and depend on
Secondary correspondence, constitutes vertical muscle and the stirrup of same specification selecting same specification, and vertical muscle diameter is not less than
6mm, stirrup diameter are not less than 4mm, specifically with the oblique of a size of 2410mm × 1350mm
As a example by close rib composite wall board structural system, vertical muscle isStirrup isColligation is fixed
By forming the reinforcing bar of first rib 3 and forming the reinforcing bar intertexture structure of the second rib 4 in good framework of steel reinforcement
Having become the framework of steel reinforcement of netted rib lattice 5, rib lattice 5 cross section is 90mm × 150mm, all first
The angle of inclination of rib 3 is identical, and the angle of inclination of all second ribs 4 is identical；
(2) framework of steel reinforcement that colligation is good is carried out concreting, at the rib formed after having poured
Place concrete segment in lattice 5, utilize concrete segment special bonding agent to be bonded in by concrete segment
Rib lattice 5 are interior and are fixed, and obtain prefabricated panel, and having for anchoring is left in prefabricated panel periphery
The reinforcing bar of certain length, it is a length of more than or equal to 160mm, and the ripping circular saw of prefabricated panel is little
In 1%, the ratio of reinforcement of stirrup is less than 0.8%, and in-filled block 8 is aerated concrete light building block,
It is mainly with the industrial waste such as slag, flyash or haydite, foam cement etc. as primary raw material；
(3) by the reinforcing bar of length in reserve, prefabricated panel is fixed in the second rectangular frame, will be pre-
Hook solid is made in the end staying the reinforcing bar of length, and by indulging in overlapping mode and the second rectangular frame
Muscle is connected, thus ensures can connect reliably, then between prefabricated panel and the second rectangular frame
At prefabricated panel and the second rectangular frame junction casting concrete, further the two is fixed.
The foregoing is only the preferred embodiment of the application, be not limited to the application, for
For those skilled in the art, the application can have various modifications and variations.All essences in the application
Within god and principle, any modification, equivalent substitution and improvement etc. made, should be included in the application
Protection domain within.
Claims (10)
1. an oblique close rib composite wall board structural system, it is characterised in that include frame structure and
It is arranged on the prefabricated panel in described frame structure；
Described prefabricated panel includes the first rectangular frame being made up of crossbeam and column, described first rectangle
First rib and the second rib, described first rib and described second rib phase it is fixedly connected with in framework
All being obliquely installed for described crossbeam and described column, described first rib interweaves with described second rib
Form latticed rib lattice, in described rib lattice, be provided with in-filled block, inclining of all described first ribs
Rake angle is identical, and the angle of inclination of all described second ribs is identical.
Oblique close rib composite wall board structural system the most according to claim 1, it is characterised in that
Described frame structure includes frame and some connection posts, if described frame is divided into by described connection post
Dry second rectangular frame, described prefabricated panel is fixed in described second rectangular frame, fills out therebetween
It is filled with concrete layer.
Oblique close rib composite wall board structural system the most according to claim 2, it is characterised in that
Described first rectangular frame, first rib and described second rib are reinforced concrete structure, described
Reinforcing bar in first rib and described second rib stretches out outside described first rectangular frame, and with described
Two rectangular frames are fixing to be connected, and is filled with mixed between described first rectangular frame and described second rectangular frame
Solidifying soil layer.
4. according to the oblique close rib composite wall board structural system described in any one in claim 1-3,
It is characterized in that, between described first rib and described second rib and described crossbeam and described column
Angle is 40-50 °.
Oblique close rib composite wall board structural system the most according to claim 4, it is characterised in that
Angle between described first rib and described second rib and described crossbeam and described column is
45°。
Oblique close rib composite wall board structural system the most according to claim 3, it is characterised in that
Described reinforcing bar stretching outside described first rectangular frame in described first rib and described second rib
Go out length more than or equal to 160mm.
Oblique close rib composite wall board structural system the most according to claim 6, it is characterised in that
One end that described reinforcing bar stretches out is hook solid.
Oblique close rib composite wall board structural system the most according to claim 1, it is characterised in that
Described in-filled block is adhesively fixed in described rib lattice.
Oblique close rib composite wall board structural system the most according to claim 1, it is characterised in that
Described in-filled block is air-entrained concrete building block.
Oblique close rib composite wall board structural system the most according to claim 3, it is characterised in that
First rectangular frame is connected with each other by anchorage style with described second rectangular frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620088057.6U CN205530681U (en) | 2016-01-28 | 2016-01-28 | Close rib composite wall panel structure system of bevel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620088057.6U CN205530681U (en) | 2016-01-28 | 2016-01-28 | Close rib composite wall panel structure system of bevel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205530681U true CN205530681U (en) | 2016-08-31 |
Family
ID=56771640
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620088057.6U Active CN205530681U (en) | 2016-01-28 | 2016-01-28 | Close rib composite wall panel structure system of bevel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205530681U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625569A (en) * | 2016-01-28 | 2016-06-01 | 迈瑞司（北京）抗震住宅技术有限公司 | Obliquely-crossed dense rib composite wall board structure system and preparation method thereof |
| CN113529962A (en) * | 2021-08-13 | 2021-10-22 | 同济大学 | Construction method of recycled concrete modularized integrated house |
-
2016
- 2016-01-28 CN CN201620088057.6U patent/CN205530681U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625569A (en) * | 2016-01-28 | 2016-06-01 | 迈瑞司（北京）抗震住宅技术有限公司 | Obliquely-crossed dense rib composite wall board structure system and preparation method thereof |
| CN113529962A (en) * | 2021-08-13 | 2021-10-22 | 同济大学 | Construction method of recycled concrete modularized integrated house |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106168057B (en) | A kind of assembled steel lath band combined concrete shear wall and its production construction method | |
| CN102979217B (en) | Full assembly wallboard connecting structure of shearing wall | |
| CN105155724B (en) | A kind of construction method for the constructional column constructed simultaneously with frame structure filling wall | |
| CN105133755B (en) | A kind of construction method and shear wall structure of reinforcement welding rack composite shear wall | |
| CN106121107A (en) | Assemble type concrete slab and plate dry type method of attachment thereof | |
| CN106120542B (en) | It can be applied to the assembled pier and its construction technology of seismic fortification intensity upper zone | |
| CN105298015B (en) | The architectural surface light-weight aseismatic partition plate integrated with wall and preparation method | |
| CN105155725A (en) | Construction method of novel structural column for frame-structured T-shaped filled walls | |
| CN108775084A (en) | Steel-concrete combines precast beam and prefabricated post connection structure and construction method | |
| CN205530681U (en) | Close rib composite wall panel structure system of bevel | |
| CN108590035A (en) | High-strength recycled concrete superposed column and preparation method thereof | |
| CN105625569A (en) | Obliquely-crossed dense rib composite wall board structure system and preparation method thereof | |
| CN207003861U (en) | A kind of prefabricated scissor stair structure system | |
| CN206844777U (en) | A kind of roof Anti-seismic building structure | |
| CN102776973A (en) | Composition (floor) slab of steel bar welding orthogonal net rack and concrete | |
| CN2584693Y (en) | Building wall | |
| CN1237244C (en) | Building wall body board and building wall body | |
| CN107614815A (en) | Structure Network muscle honeycomb concrete structure and its construction process | |
| CN105113662A (en) | Assembled constructional column constructed together with frame structure infilled wall | |
| CN206090997U (en) | Large -span assembled cavity superstructure | |
| CN206091005U (en) | Pack large -span assembled cavity superstructure of netted box cavity member | |
| CN205063155U (en) | Assembled constructional column building block of being under construction simultaneously with frame construction infilled wall | |
| CN108532808A (en) | A kind of steel truss hollow pre-fabricated panels | |
| CN208884728U (en) | Steel-concrete combines precast beam and prefabricated post connection structure | |
| CN106638956A (en) | Concrete wallboard and ribbed slab dry type connection node |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |