CN205558007U - Can pack wallboard with atress structure synchronous construction's prefabrication - Google Patents
Can pack wallboard with atress structure synchronous construction's prefabrication Download PDFInfo
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- CN205558007U CN205558007U CN201620324175.2U CN201620324175U CN205558007U CN 205558007 U CN205558007 U CN 205558007U CN 201620324175 U CN201620324175 U CN 201620324175U CN 205558007 U CN205558007 U CN 205558007U
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- shape concrete
- shape
- concrete
- concrete slab
- panel
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Abstract
The utility model discloses a can pack wallboard with atress structure synchronous construction's prefabrication, this prefabrication pack wallboard include a vertical section for " shape concrete panel and a vertical section for " shape concrete panel, two concrete panel coincide together, form the enclosure space that a vertical section is the rectangle between the two, this enclosure space intussuseption is filled with the flexible heat -preservation material, " shape concrete panel the horizontal limit in upper portion with " shape concrete panel up end between and " shape concrete panel's the horizontal limit in lower part with " all be equipped with interim rigid support pad under the concrete panel that appears between the terminal surface, " shape concrete panel's the higher authority and left and right sides both sides are equipped with preformed reinforcement bar respectively, " shape concrete panel's lower level also is equipped with preformed reinforcement bar respectively in both sides about with, " shape concrete panel with " shape concrete panel draw together through the slant lacing wire, the atress structure concrete beam and concrete column or concrete shear force wall that are the building.
Description
Technical field
The utility model relates to the wall of building, is specifically related to fill wall construction.
Background technology
Filling wall is a kind of body of wall in building structure, belongs to non-load bearing wall, rises and goes along with sb. to guard him and compartmentation, builds
The weight of building structure is undertaken by beam column.Fill wall body of wall many employings hollow brick, autoclave aerated concrete building block etc.
Light block is built system and is formed, owing to it is fender member, it is impossible to participate in structure load-bearing, to this end, fill wall all
It is to have built by laying bricks or stones again after the main body force structure of building has been built.Additionally " masonry project construction quality
Acceptance specification " the 9.3.7 article regulation of GB50203-2002: fill wall and build to close to time at the bottom of beam, plate, should stay
One fixed gap, after wall to be filled has been built by laying bricks or stones and should be at least spaced 7 days, then is mended block jam-packed.As can be seen here
The construction filling wall will be greatly prolonged the integrally-built construction period.
When filling wall is carried out mending block, in order to the top making body of wall is more closely knit, body of wall and the knot at the bottom of beam, plate
Close tightr, prevent body of wall from the binding site of beam, crack occurring, it will usually squeeze using oblique brick at the bottom of beam
Pressure is built by laying bricks or stones.The wall of filling originally being not involved in agent structure load-bearing is thus made to bear the vertical load of structure,
Also add the vertical rigidity of structure central sill so that the mechanical characteristic of structure creates change, is unfavorable for simultaneously
The realization of " strong column and weak beam " failure mechanism.Further, since filling wall is discontinuously arranged and structure also can be made vertical
Stiffness Distribution is uneven, makes structure weak component and weak floor occur, weak component and weak floor pole in earthquake
Destructible, this most repeatedly has significantly embodiment in earthquake disaster.
Summary of the invention
Technical problem to be solved in the utility model be to provide a kind of can prefabricated with force structure synchronous construction
Filled-in panel, this prefabricated filled-in panel is not only substantially shorter the integral construction duration of building, and both with beam
Post is tightly combined, and is difficult to crackle occur, does not the most affect the mechanical characteristic of building force structure.
The utility model solves the technical scheme of above-mentioned technical problem:
A kind of can be with the prefabricated filled-in panel of force structure synchronous construction, it is characterised in that
This prefabricated filled-in panel includes that one piece of vertical section is for " shape concrete slab and one piece of vertical section are "
Shape concrete slab, two described block concrete panels are superimposed together, and form therebetween a vertical section
For the closing space of rectangle, in this closing space, it is filled with flexibly thermal insulation material；Described " shape concrete surface
The upper widthwise of plate and " between shape concrete slab upper surface and described " lower lateral of shape concrete slab
Limit and " be equipped with interim rigid support pad between shape concrete slab lower surface；
The internal reinforced mesh that is equipped with of described " shape concrete slab and " shape concrete slab, and, institute
State " top of shape concrete slab and the right and left are respectively equipped with reserved steel bar, described " shape concrete slab
Below and the right and left is also respectively equipped with reserved steel bar；Described " shape concrete slab with " shape concrete
In closing space between panel, level is provided with the oblique lacing wires that some groups of head and the tail connect, each oblique lacing wire
Pass through described flexibly thermal insulation material respectively and extend to reinforced mesh, and one and " shape concrete surface plate body
In reinforced mesh fixing connect, other end with " reinforced mesh in shape concrete slab body fixes and is connected；
Described force structure is that beams of concrete and the concrete column of building are or/and concrete shear force wall.
In such scheme, described flexibly thermal insulation material can be selected for polystyrene foam plastics or polyurethane foam
Plastics.
Prefabricated filled-in panel described in the utility model can with building building concrete force structure Tong Bu peace
Dress, this synchronization installation method is made up of following steps:
(1) when pouring lower-layer concrete beam or concrete shear force wall, just corresponding at described prefabricated filled-in panel
The upper surface of beams of concrete or concrete shear force wall is reserved insert described " pre-on the horizontal edge of shape concrete slab bottom
Stay the preformed hole of reinforcing bar；
(2) after the beams of concrete of lower floor's building or concrete shear force wall maintenance are good, by described prefabricated filling wall
Plate integral hoisting is to corresponding beams of concrete or the upper surface of concrete shear force wall, and is inserting described reserved steel
Chemical adhesive or strong concrete is poured in the preformed hole of muscle；Then, first by prefabricated filled-in panel both sides
Reserved steel bar together with the tie with reinforcing bar of the concrete column tied or concrete shear force wall, then prick pre-
Beams of concrete and concrete column above filled-in panel processed, and will be pre-or/and the framework of steel reinforcement of concrete shear force wall
" the beams of concrete above the top reserved steel bar of shape concrete slab and prefabricated filled-in panel in filled-in panel processed
Reinforcing bar colligation together；
(3), after installing all prefabricated filled-in panels of building same layer one by one, just start to water adjacent two prefabricated
Concrete above concrete column between filled-in panel or concrete shear force wall and all prefabricated filled-in panels
Beam；
(4) after the beams of concrete maintenance above prefabricated filled-in panel is good, just sled is except next layer of prefabricated filling wall
Interim rigid support pad in plate, then filling flexible material in left gap；
(5) step (1)～(4) is repeated until the main structure construction of entire building is complete.
Flexible material described in said method all can be selected for polystyrene foam plastics or polyurethane foam is moulded
Material.
The utility model has the advantages that
1, prefabricated filled-in panel described in the utility model can with building building force structure synchronous construction, and
Carrying can pour upper strata beams of concrete, concrete column and produced construction loads during concrete shear force wall,
Without making complicated supporting construction, the integral construction duration of the building that both can greatly shorten, again can be significantly
Degree saves operating expenses；
2, it is integral prefabricated part due to described prefabricated filled-in panel, and is building force structure synchronous construction,
Cause producing between described prefabricated filled-in panel and upper beam crack thus without shrinking further after mounting；
3, between two block concrete panels at sled except filling flexible material after interim rigid support pad, have vertical
Deformability, therefore, when beam is by vertical uniform load q, prefabricated filled-in panel does not works, no together with beam
The vertical rigidity of beams of concrete can be increased, the mechanical characteristic of the overall force structure of concrete building will not be produced
Raw impact.
Accompanying drawing explanation
Fig. 1～3 be described in the utility model can be with a tool of the prefabricated filled-in panel of force structure synchronous construction
The structural representation of body embodiment, wherein, Fig. 1 is front view, and Fig. 2 is the A-A profile of Fig. 1, figure
3 is the B-B profile of Fig. 1.
Fig. 4 is Fig. 1～the knot that is arranged in frame structure system of the prefabricated filled-in panel shown in 3 illustrated embodiments
Structure schematic diagram.
Fig. 5 is that described in Fig. 1～3, the prefabricated filled-in panel shown in embodiment is arranged in shear force of frame wall system
Structural representation.
Detailed description of the invention
Example 1
Seeing Fig. 1～3, the prefabricated filled-in panel in this example is " shape concrete slab 1 by one piece of vertical section
With one piece of vertical section it being " shape concrete slab 2 constitutes, described " shape concrete slab 1 He " shape coagulation
The internal reinforced mesh 3 that is equipped with of soil panel 2 is as skeleton, and plate body thickness is 50mm, and described two pieces mix
Solidifying soil panel is superimposed together, and forms therebetween the closing space 6 that a vertical section is rectangle, and this closing is empty
Between the concrete slab of 6 the right and lefts extend to contact with each other to the other side respectively；The thickness in described sealing space 6
Degree is 100mm, is filled with polyurethane foam as flexibly thermal insulation material in it.
See Fig. 1 and 3, make described after described two concrete slabs overlappings " upper end of shape concrete slab 2
Described in face is positioned at " lower section of the upper widthwise of shape concrete slab 1, and it is provided with the rigidity of metal between the two
Temporary support pad 5；Described " lower surface of shape concrete slab 1 is positioned at described " shape concrete slab 2 bottom
The top of horizontal edge, and it also is provided with the rigidity temporary support pad 5 of metal between the two；Above-mentioned two rigidity temporary support
The thickness of pad 5 is 20mm, and length is less than the length of described concrete slab.
Seeing Fig. 1～3, during prefabrication, described " top of shape concrete slab 1 is with the right and left respectively
Being provided with reserved steel bar 4, this reserved steel bar 4 extends perpendicularly out described " shape concrete slab respectively from the limit at its place
In 1 body；Described " shape concrete slab 2 below and the right and left is also respectively equipped with reserved steel bar 4, this is pre-
Reinforcing bar 4 is stayed to extend perpendicularly out from the limit at its place respectively described " in shape concrete slab 2 body；Described " shape
Concrete slab 1 with " level is provided with 4 groups of head and the tail and is connected in closing space 6 between shape concrete slab 2
Oblique lacing wire 7, each oblique lacing wire 7 pass through described flexibly thermal insulation material respectively, and one with " shape
Reinforced mesh in concrete slab 1 body 3 is fixing to be connected, other end with " in shape concrete slab 2 body
Reinforced mesh 3 is fixing to be connected.
Example 2
This example introduces the installation method in frame structure system of the prefabricated filled-in panel described in example 1；
Seeing Fig. 4, described prefabricated filled-in panel is filled in upper and lower two-layer beams of concrete 8 and left and right sides coagulation
Among the space that earth pillar 9 is surrounded, its installation method is as follows:
(1) need before hoisting prefabricated filled-in panel to confirm that lower-layer concrete beam 8 has poured and maintenance is good, and water
When building lower-layer concrete beam 8, the beams of concrete 8 that need to install prefabricated filled-in panel for top needs table thereon
Face is reserved insert described " preformed hole of reserved steel bar 4 on the horizontal edge of shape concrete slab 2 bottom；
(2) hoisting prefabricated filled-in panel: after beams of concrete 8 maintenance of lower floor's building is good, by described prefabricated
Filled-in panel integral hoisting is to the top of corresponding beams of concrete 8, and reserves at this beams of concrete 8 upper surface
Insert described reserved steel bar 4 preformed hole in pour into chemical adhesive or strong concrete mortar, afterwards
Reserved steel bar 4 following for described prefabricated filled-in panel is inserted in described preformed hole, completes described prefabricated fill out
Fill wallboard to be connected with the fixing of lower-layer concrete beam 8；Then, first by the reserved steel of prefabricated filled-in panel both sides
Muscle 4 is together with the tie with reinforcing bar of the concrete column 9 tied, then pricks coagulation above prefabricated filled-in panel
Soil beam 8 and the framework of steel reinforcement of concrete column 9, and by " shape concrete slab 1 top in prefabricated filled-in panel
Reserved steel bar 4 together with the reinforcing bar colligation of the beams of concrete 8 above prefabricated filled-in panel；
(3) casting concrete beam column: after installing all prefabricated filled-in panels of building same layer one by one, just open
Begin to make mixing above the concrete column 9 between adjacent two prefabricated filled-in panels and all prefabricated filled-in panels
The formwork for placing of solidifying soil beam 8, is then injected into concrete and completes pouring of this layer of force structure；Pour prefabricated filling out
When filling the beams of concrete 8 above wallboard, for needing the beams of concrete 8 installing prefabricated filled-in panel to need above it
Thereon surface reserved insert described " preformed hole of reserved steel bar 4 on the horizontal edge of shape concrete slab 2 bottom；
(4) after beams of concrete 8 maintenance above prefabricated filled-in panel is good, just sled is except in prefabricated filled-in panel
Interim rigid support pad, then filling flexible material polyurethane foam in left gap；
(5) step (1)～(4) is repeated until the main structure construction of entire building is complete.
Example 3
This example introduces the installation method in frame-shear-wall structure system of the prefabricated filled-in panel described in example 1；
Seeing Fig. 5, described prefabricated filled-in panel is filled in upper and lower two-layer beams of concrete 8 and left and right sides coagulation
Among the space that soil shear wall 10 is surrounded, its installation method is as follows:
(1) need before hoisting prefabricated filled-in panel to confirm that lower-layer concrete beam 8 has poured and maintenance is good, and water
When building lower-layer concrete beam 8, the beams of concrete 8 that need to install prefabricated filled-in panel for top needs table thereon
Face is reserved insert described " preformed hole of reserved steel bar 4 on the horizontal edge of shape concrete slab 2 bottom；
((2) hoisting prefabricated filled-in panel: after beams of concrete 8 maintenance of lower floor's building is good, by described pre-
Filled-in panel integral hoisting processed is to the top of corresponding beams of concrete 8 and pre-at this beams of concrete 8 upper surface
Chemical adhesive or strong concrete mortar is poured in the preformed hole inserting described reserved steel bar 4 stayed, it
After reserved steel bar 4 following for described prefabricated filled-in panel is inserted in described preformed hole, complete described prefabricated
Filled-in panel is connected with the fixing of lower-layer concrete beam 8；Then, first reserved by prefabricated filled-in panel both sides
Together with the tie with reinforcing bar of the concrete shear force wall 10 that reinforcing bar 4 ties with prefabricated filled-in panel both sides, then
Prick beams of concrete 8 and the framework of steel reinforcement of concrete shear force wall 10 above prefabricated filled-in panel, and by prefabricated filling
" the beams of concrete 8 above the reserved steel bar 4 of shape concrete slab 1 top and prefabricated filled-in panel in wallboard
Reinforcing bar colligation together；
(3) casting concrete force structure: after installing all prefabricated filled-in panels of building same layer one by one,
Just the concrete shear force wall 10 between adjacent two prefabricated filled-in panels and all prefabricated filled-in panels are started from
The formwork for placing of the beams of concrete 8 of top, is then injected into concrete and completes pouring of this layer of force structure；Water
When building the beams of concrete 8 above prefabricated filled-in panel, for needing to install the coagulation of prefabricated filled-in panel above it
Soil beam 8 need surface thereon reserved insert described " shape concrete slab 2 go up reserving of reserved steel bar 4 below
Hole；
(4) after beams of concrete 8 maintenance above prefabricated filled-in panel is good, just sled is except in prefabricated filled-in panel
Interim rigid support pad, then filling flexible material polyurethane foam in left gap；
(5) step (1)～(4) is repeated until the main structure construction of entire building is complete.
Claims (1)
1. one kind can be with the prefabricated filled-in panel of force structure synchronous construction, it is characterised in that
This prefabricated filled-in panel includes that one piece of vertical section is for " shape concrete slab and one piece of vertical section are "
Shape concrete slab, two described block concrete panels are superimposed together, and form therebetween a vertical section
For the closing space of rectangle, in this closing space, it is filled with flexibly thermal insulation material；Described " shape concrete surface
The upper widthwise of plate and " between shape concrete slab upper surface and described " lower lateral of shape concrete slab
Limit and " be equipped with interim rigid support pad between shape concrete slab lower surface；
The internal reinforced mesh that is equipped with of described " shape concrete slab and " shape concrete slab, and, institute
State " top of shape concrete slab and the right and left are respectively equipped with reserved steel bar, described " shape concrete slab
Below and the right and left is also respectively equipped with reserved steel bar；Described " shape concrete slab with " shape concrete
In closing space between panel, level is provided with the oblique lacing wires that some groups of head and the tail connect, each oblique lacing wire
Pass through described flexibly thermal insulation material respectively and extend to reinforced mesh, and one and " shape concrete surface plate body
In reinforced mesh fixing connect, other end with " reinforced mesh in shape concrete slab body fixes and is connected；
Described force structure is that beams of concrete and the concrete column of building are or/and concrete shear force wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620324175.2U CN205558007U (en) | 2016-04-16 | 2016-04-16 | Can pack wallboard with atress structure synchronous construction's prefabrication |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620324175.2U CN205558007U (en) | 2016-04-16 | 2016-04-16 | Can pack wallboard with atress structure synchronous construction's prefabrication |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205558007U true CN205558007U (en) | 2016-09-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620324175.2U Expired - Fee Related CN205558007U (en) | 2016-04-16 | 2016-04-16 | Can pack wallboard with atress structure synchronous construction's prefabrication |
Country Status (1)
| Country | Link |
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| CN (1) | CN205558007U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756275A (en) * | 2016-04-16 | 2016-07-13 | 广东翔顺建筑工程有限公司 | Prefabricated infilled wall board capable of being synchronously constructed with stress structure and mounting method of prefabricated infilled wall board |
| CN106894538A (en) * | 2017-02-27 | 2017-06-27 | 蔡坤 | Filling wall and agent structure concrete integral shaping method |
-
2016
- 2016-04-16 CN CN201620324175.2U patent/CN205558007U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756275A (en) * | 2016-04-16 | 2016-07-13 | 广东翔顺建筑工程有限公司 | Prefabricated infilled wall board capable of being synchronously constructed with stress structure and mounting method of prefabricated infilled wall board |
| CN106894538A (en) * | 2017-02-27 | 2017-06-27 | 蔡坤 | Filling wall and agent structure concrete integral shaping method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160907 Termination date: 20180416 |
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| CF01 | Termination of patent right due to non-payment of annual fee |