CN105756275B - It is a kind of can be with the prefabricated filled-in panel and its installation method of force structure synchronous construction - Google Patents
It is a kind of can be with the prefabricated filled-in panel and its installation method of force structure synchronous construction Download PDFInfo
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- CN105756275B CN105756275B CN201610239939.2A CN201610239939A CN105756275B CN 105756275 B CN105756275 B CN 105756275B CN 201610239939 A CN201610239939 A CN 201610239939A CN 105756275 B CN105756275 B CN 105756275B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
- E04C2/2885—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material with the insulating material being completely surrounded by, or embedded in, a stone-like material, e.g. the insulating material being discontinuous
Abstract
The invention discloses it is a kind of can be with the prefabricated filled-in panel of force structure synchronous construction, the prefabricated filled-in panel is " shape concrete slab and one piece of vertical section are " shape concrete slab including one piece of vertical section, two described block concrete panels are superimposed together, therebetween the closing space that a vertical section is rectangle is formed, flexibly thermal insulation material is filled with the closing space；It is between described " upper widthwise of shape concrete slab and " shape concrete slab upper surface and described " the bottom horizontal edge of shape concrete slab and " interim rigid support pad is equipped between shape concrete slab lower surface；Following and the right and left of " top of shape concrete slab is respectively equipped with reserved steel bar with the right and left, described " the shape concrete slab is also respectively equipped with reserved steel bar；Described " shape concrete slab with " shape concrete slab by oblique lacing wire drawing together with, described force structure for building beams of concrete and concrete column or/and concrete shear force wall.
Description
Technical field
The present invention relates to the wall of building, and in particular to filling wall construction.
Background technology
Filling wall is a kind of wall in building structure, belongs to non-load bearing wall, rises and goes along with sb. to guard him and compartmentation, building structure
Weight is undertaken by beam column.Filling wall wall is built system using light blocks such as hollow brick, autoclave aerated concrete building blocks more and formed, by
In its be fender member, it is impossible to participate in structure load-bearing, therefore, filling wall be all building main body force structure build complete
Built by laying bricks or stones again afterwards.In addition《Code for construction and acceptance of masonry structure engineering》The 9.3.7 articles regulation of GB50203-2002：Wall is filled to build
During to close to beam, plate bottom, after a fixed gap, wall to be filled should be stayed to have built by laying bricks or stones and should at least be spaced 7 days, then mended and build jam-packed.
The integrally-built construction period will be greatly prolonged by filling the construction of wall as can be seen here.
Filling wall mend build when, in order that the top of wall is more closely knit, wall and beam, the combination at plate bottom are tighter
It is close, prevent the binding site of wall and beam from crack occur, it will usually to carry out extruding using oblique brick at beam bottom and build by laying bricks or stones.So allow for
Original filling wall for being not involved in agent structure load-bearing bears the vertical load of structure, while also add the vertical of structure central sill
Rigidity so that the mechanical characteristic of structure generates change, is unfavorable for the realization of " strong column and weak beam " failure mechanism.Further, since fill out
Filling wall, discontinuously arrangement can also make structure vertical rigidity skewness, structure weak component and weak floor is occurred, in earthquake
Weak component and weak floor are highly vulnerable to breakage, and this at home and abroad has obvious embodiment in multiple earthquake disaster.
The content of the invention
The technical problems to be solved by the invention be to provide it is a kind of can with the prefabricated filled-in panel of force structure synchronous construction,
The prefabricated filled-in panel is not only substantially shorter the integral construction duration of building, and is both tightly combined with beam column, is less prone to
Crackle, and the mechanical characteristic of building force structure is not influenceed.
The present invention solve above-mentioned technical problem technical scheme be：
It is a kind of can be with the prefabricated filled-in panel of force structure synchronous construction, it is characterised in that
The prefabricated filled-in panel is " shape concrete slab and one piece of vertical section are " shape coagulation including one piece of vertical section
Native panel, two described block concrete panels are superimposed together, and form the closing space that a vertical section is rectangle therebetween,
Flexibly thermal insulation material is filled with the closing space；On described " upper widthwise of shape concrete slab with " shape concrete slab
It is between end face and described " the bottom horizontal edge of shape concrete slab and " be equipped between shape concrete slab lower surface it is interim just
Property supporting pad；
Reinforced mesh is equipped with inside described " shape concrete slab and " shape concrete slab, and, " the shape coagulation
The top of native panel is respectively equipped with reserved steel bar with the right and left, described " following and the right and left of shape concrete slab also divides
She You not reserved steel bar；In closing space between described " shape concrete slab and " shape concrete slab it is horizontal be provided with it is some
The oblique lacing wire of group head and the tail connection, each oblique lacing wire pass through described flexibly thermal insulation material and extend to bar-mat reinforcement respectively
Piece, and one with the steel in " reinforced mesh in shape concrete slab body is fixedly connected, other end with " shape concrete slab body
Muscle mesh sheet is fixedly connected；
Described force structure is the beams of concrete and concrete column or/and concrete shear force wall of building.
In such scheme, polystyrene foam plastics or polyurethane foam plastics can be selected in described flexibly thermal insulation material.
Prefabricated filled-in panel of the present invention can with building build concrete force structure it is synchronous installation, this synchronously pacify
Dress method is made up of following steps：
(1) when pouring lower-layer concrete beam or concrete shear force wall, just in concrete corresponding to the prefabricated filled-in panel
Described in the reserved insertion in the upper surface of beam or concrete shear force wall " preformed hole of reserved steel bar on the horizontal edge of shape concrete slab bottom；
(2) it is after the beams of concrete or concrete shear force wall of lower floor's building conserve, the prefabricated filled-in panel is overall
The upper surface of beams of concrete or concrete shear force wall corresponding to being lifted into, and poured into the preformed hole for inserting the reserved steel bar
Chemical adhesive or strong concrete；Then, first by the reserved steel bar of prefabricated filled-in panel both sides and the concrete column tied
Or the tie with reinforcing bar of concrete shear force wall is together, then prick above prefabricated filled-in panel beams of concrete and concrete column or/
With the framework of steel reinforcement of concrete shear force wall, and by prefabricated filled-in panel " the top reserved steel bar of shape concrete slab with it is prefabricated
The reinforcing bar colligation of beams of concrete above filled-in panel is together；
(3) after installing all prefabricated filled-in panels of building same layer one by one, just start to pour adjacent two prefabricated filling wall
The beams of concrete above concrete column or concrete shear force wall and all prefabricated filled-in panels between plate；
(4) after the beams of concrete above prefabricated filled-in panel conserves, just sled is removed in the prefabricated filled-in panel of next layer
Interim rigid support pad, then the filling flexible material in left gap；
(5) repeat step (1)~(4) are until the main structure construction of entire building finishes.
Polystyrene foam plastics or polyurethane foam plastics can be selected in flexible material described in the above method.
The present invention has the advantages that：
1st, prefabricated filled-in panel of the present invention can build force structure synchronous construction with building, and can carry and pour
Caused construction loads when upper strata beams of concrete, concrete column and concrete shear force wall, without making complicated supporting knot
Structure, the integral construction duration for the building that both can have greatly shortened, operating expenses can be significantly saved again；
2nd, because described prefabricated filled-in panel is integral prefabricated part, and force structure synchronous construction is being built, therefore not
It can further shrink after mounting and cause to produce crack between the prefabricated filled-in panel and upper beam；
3rd, between two block concrete panels prize remove interim rigid support pad after filling flexible material, there is vertical deformation energy
Power, therefore, when beam is by vertical uniform load q, prefabricated filled-in panel does not work together with beam, will not increase the perpendicular of beams of concrete
To rigidity, the mechanical characteristic of the overall force structure of concrete building will not be had an impact.
Brief description of the drawings
Fig. 1~3 for it is of the present invention can be with a specific embodiment of the prefabricated filled-in panel of force structure synchronous construction
Structural representation, wherein, Fig. 1 is front view, and Fig. 2 is Fig. 1 A-A profiles, and Fig. 3 is Fig. 1 B-B profiles.
Fig. 4 is the structural representation that the prefabricated filled-in panel shown in the illustrated embodiment of Fig. 1~3 is arranged in frame structure system
Figure.
Fig. 5 is that the structure that the prefabricated filled-in panel shown in the embodiment of Fig. 1~3 is arranged in shear force of frame wall system is shown
It is intended to.
Embodiment
Example 1
Referring to Fig. 1~3, prefabricated filled-in panel in this example by one piece of vertical section for " shape concrete slab 1 and one piece it is perpendicular
It is to section " shape concrete slab 2 forms, it is equipped with reinforcing bar inside " He of shape concrete slab 1 " the shape concrete slab 2
Mesh sheet 3 is used as skeleton, and plate body thickness is 50mm, and two described block concrete panels are superimposed together, and it is perpendicular to form one therebetween
To the closing space 6 that section is rectangle, the concrete slab of the right and left of closing space 6 extends to phase mutual connection to other side respectively
Touch；The thickness of the sealing space 6 is 100mm, it is filled with polyurethane foam as flexibly thermal insulation material.
Referring to Fig. 1 and 3, causing after two concrete slab overlapping described " upper surface of shape concrete slab 2 is located at institute
State " lower section of the upper widthwise of shape concrete slab 1, and the rigid temporary support pad 5 of metal is provided between the two；" the shape
The lower surface of concrete slab 1 is positioned at described " shape concrete slab 2 bottom horizontal edge top, and also be provided with metal between the two
Rigid temporary support pad 5；The thickness of above-mentioned two rigid temporary support pad 5 is 20mm, and length is less than the concrete slab
Length.
Referring to Fig. 1~3, during prefabrication, described " top of shape concrete slab 1 is respectively equipped with reserved with the right and left
Reinforcing bar 4, the side of the reserved steel bar 4 respectively from where it extend perpendicularly out described " in the body of shape concrete slab 1；It is described " shape concrete
Following and the right and left of panel 2 is also respectively equipped with reserved steel bar 4, and the side of the reserved steel bar 4 respectively from where it extends perpendicularly out
It is described " shape concrete slab 2 is in body；In closing space 6 between described " shape concrete slab 1 and " shape concrete slab 2
Level is provided with the oblique lacing wire 7 of 4 groups of head and the tail connections, and described flexibly thermal insulation material, and one are passed through in each oblique lacing wire 7 respectively
Head with " reinforced mesh 3 in the body of shape concrete slab 1 is fixedly connected, other end and " bar-mat reinforcement of the shape concrete slab 2 in body
Piece 3 is fixedly connected.
Example 2
This example introduces installation method of the prefabricated filled-in panel in frame structure system described in example 1；
Referring to Fig. 4, described prefabricated filled-in panel is filled in two layers of beams of concrete 8 and left and right sides concrete column 9 up and down
Among the space surrounded, its installation method is as follows：
(1) need to confirm that lower-layer concrete beam 8 has been poured and conserved before hoisting prefabricated filled-in panel, and pour lower floor and mix
When coagulating native beam 8, the beams of concrete 8 that prefabricated filled-in panel need to be installed for top need to be described in the reserved insertion in its upper surface " shape mixes
Coagulate the preformed hole of reserved steel bar 4 on the native bottom horizontal edge of panel 2；
(2) hoisting prefabricated filled-in panel：After the maintenance of beams of concrete 8 of lower floor's building is good, by the prefabricated filled-in panel
The top of integral hoisting beams of concrete 8 corresponding to, and the insertion reserved steel bar 4 reserved in the upper surface of beams of concrete 8
Preformed hole in pour into chemical adhesive or strong concrete mortar, afterwards by the following reserved steel of the prefabricated filled-in panel
Muscle 4 is inserted into the preformed hole, and the completion prefabricated filled-in panel is fixedly connected with lower-layer concrete beam 8；Then, first will
The reserved steel bar 4 of prefabricated filled-in panel both sides is together with the tie with reinforcing bar of the concrete column 9 tied, then pricks prefabricated filling
The framework of steel reinforcement of beams of concrete 8 and concrete column 9 above wallboard, and by prefabricated filled-in panel " top of shape concrete slab 1
Reserved steel bar 4 is 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, phase is just started from
The formwork for placing of concrete column 9 between adjacent two prefabricated filled-in panels and the beams of concrete 8 above all prefabricated filled-in panels,
It is then injected into concrete and completes pouring for this layer of force structure；When pouring the beams of concrete 8 above prefabricated filled-in panel, for it
The beams of concrete 8 that top needs to install prefabricated filled-in panel need to be described in the reserved insertion in its upper surface " 2 lower lateral of shape concrete slab
The preformed hole of reserved steel bar 4 on side；
(4) after the maintenance of beams of concrete 8 above prefabricated filled-in panel is good, just sled removes interim firm in prefabricated filled-in panel
Property supporting pad, then the filling flexible material polyurethane foam in left gap；
(5) repeat step (1)~(4) are until the main structure construction of entire building finishes.
Example 3
This example introduces installation method of the prefabricated filled-in panel in frame-shear-wall structure system described in example 1；
Referring to Fig. 5, described prefabricated filled-in panel is filled in two layers of beams of concrete 8 and left and right sides concrete shear up and down
Among the space that wall 10 is surrounded, its installation method is as follows：
(1) need to confirm that lower-layer concrete beam 8 has been poured and conserved before hoisting prefabricated filled-in panel, and pour lower floor and mix
When coagulating native beam 8, the beams of concrete 8 that prefabricated filled-in panel need to be installed for top need to be described in the reserved insertion in its upper surface " shape mixes
Coagulate the preformed hole of reserved steel bar 4 on the native bottom horizontal edge of panel 2；
((2) hoisting prefabricated filled-in panel：After the maintenance of beams of concrete 8 of lower floor's building is good, by the prefabricated filled-in panel
The top of integral hoisting beams of concrete 8 corresponding to, and the insertion reserved steel bar 4 reserved in the upper surface of beams of concrete 8
Preformed hole in pour into chemical adhesive or strong concrete mortar, afterwards by the following reserved steel of the prefabricated filled-in panel
Muscle 4 is inserted into the preformed hole, and the completion prefabricated filled-in panel is fixedly connected with lower-layer concrete beam 8；Then, first will
The framework of steel reinforcement for the concrete shear force wall 10 that the reserved steel bar 4 of prefabricated filled-in panel both sides ties with prefabricated filled-in panel both sides is tied up
Bind together, then prick the framework of steel reinforcement of beams of concrete 8 and concrete shear force wall 10 above prefabricated filled-in panel, and by prefabricated filling
" the reinforcing bar colligation of the reserved steel bar 4 of the top of shape concrete slab 1 and the beams of concrete 8 above prefabricated filled-in panel in wallboard
Together；
(3) casting concrete force structure：After installing all prefabricated filled-in panels of building same layer one by one, just start to make
Make the concrete shear force wall 10 between adjacent two prefabricated filled-in panel and the beams of concrete 8 above all prefabricated filled-in panels
Formwork for placing, it is then injected into concrete and completes pouring for this layer of force structure；Pour the beams of concrete 8 above prefabricated filled-in panel
When, the beams of concrete 8 that prefabricated filled-in panel need to be installed to side thereon need to be described in the reserved insertion in its upper surface " shape concrete surface
Plate 2 goes up the preformed hole of reserved steel bar 4 below；
(4) after the maintenance of beams of concrete 8 above prefabricated filled-in panel is good, just sled removes interim firm in prefabricated filled-in panel
Property supporting pad, then the filling flexible material polyurethane foam in left gap；
(5) repeat step (1)~(4) are until the main structure construction of entire building finishes.
Claims (1)
1. a kind of can be with the installation method of the prefabricated filled-in panel of force structure synchronous construction, wherein described prefabricated filled-in panel
It is " shape concrete slab and one piece of vertical section are " shape concrete slab including one piece of vertical section, two described block concretes
Panel is superimposed together, and forms the closing space that a vertical section is rectangle therebetween, and filling is flexible in the closing space
Insulation material；It is between described " upper widthwise of shape concrete slab and " shape concrete slab upper surface and described " shape mixes
Coagulate the bottom horizontal edge of native panel and " interim rigid support pad is equipped between shape concrete slab lower surface；
Reinforced mesh is equipped with inside described " shape concrete slab and " shape concrete slab, and, " the shape concrete surface
The top of plate is respectively equipped with reserved steel bar with the right and left, described " following and the right and left of shape concrete slab also sets respectively
There is reserved steel bar；In closing space between described " shape concrete slab and " shape concrete slab it is horizontal be provided with some groups it is first
The oblique lacing wire of tail connection, each oblique lacing wire pass through described flexibly thermal insulation material and extend to reinforced mesh respectively, and
One with the reinforced mesh in " reinforced mesh in shape concrete slab body is fixedly connected, other end with " shape concrete slab body
It is fixedly connected；
Described force structure is the beams of concrete and concrete column or/and concrete shear force wall of building；
The installation method of above-mentioned prefabricated filled-in panel comprises the steps of：
(1) when pouring lower-layer concrete beam or concrete shear force wall, just in beams of concrete corresponding to the prefabricated filled-in panel or
Described in the reserved insertion in the upper surface of concrete shear force wall " preformed hole of reserved steel bar on the horizontal edge of shape concrete slab bottom；
(2) after the beams of concrete or concrete shear force wall of lower floor's building conserve, by the prefabricated filled-in panel integral hoisting
To the upper surface of corresponding beams of concrete or concrete shear force wall, and chemistry is poured into the preformed hole for inserting the reserved steel bar
Adhesive or strong concrete；Then, first by the reserved steel bar of prefabricated filled-in panel both sides and the concrete column tied or mixed
The tie with reinforcing bar of solidifying native shear wall together, then is pricked beams of concrete and concrete column above prefabricated filled-in panel or/and mixed
Coagulate the framework of steel reinforcement of native shear wall, and by " the top reserved steel bar of shape concrete slab and prefabricated filling in prefabricated filled-in panel
The reinforcing bar colligation of beams of concrete above wallboard is together；
(3) after installing all prefabricated filled-in panels of building same layer one by one, just start to pour adjacent two prefabricated filled-in panel it
Between concrete column or concrete shear force wall and all prefabricated filled-in panels above beams of concrete；
(4) after the beams of concrete above prefabricated filled-in panel conserves, just sled removes interim in the prefabricated filled-in panel of next layer
Rigid support pad, then the filling flexible material in left gap；
(5) repeat step (1)~(4) are until the main structure construction of entire building finishes.
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| CN201610239939.2A CN105756275B (en) | 2016-04-16 | 2016-04-16 | It is a kind of can be with the prefabricated filled-in panel and its installation method of force structure synchronous construction |
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| CN201610239939.2A CN105756275B (en) | 2016-04-16 | 2016-04-16 | It is a kind of can be with the prefabricated filled-in panel and its installation method of force structure synchronous construction |
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Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107447890A (en) * | 2017-09-10 | 2017-12-08 | 中国二十二冶集团有限公司 | Wall is integral prefabricated inside assembly concrete shear wall structure and construction method |
| CN108487503B (en) * | 2018-06-21 | 2023-12-15 | 阿克陶县诚鑫路桥有限责任公司 | Prefabricated filling wall system with hollow heat preservation structure and construction method thereof |
| CN109853792A (en) * | 2018-12-29 | 2019-06-07 | 南京长江都市建筑设计股份有限公司 | It is impervious with the integrated steel concrete outer wall structure of structure construction and construction method to collect shock-proof heat insulation |
| CN109811937A (en) * | 2019-03-20 | 2019-05-28 | 河北建筑工程学院 | A kind of deformable assembled filling wall of wallboard, filled wall system and construction method |
| CN112112315B (en) * | 2020-09-11 | 2021-11-05 | 嘉兴博睿创业服务有限公司 | Frame shear wall structure building with light concrete filled wall board |
| CN112854521A (en) * | 2021-01-09 | 2021-05-28 | 江阴天孚新型墙体材料有限公司 | Structure and installation method of prefabricated aerated concrete whole wall board |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| IT1101122B (en) * | 1978-11-24 | 1985-09-28 | Alpina Spa | PREFABRICATED PANEL FOR CIVIL BUILDINGS ESSENTIALLY ESTABLISHED BY TWO FLAT SHEETS WITH INT * ERPOSTA EXPANDED RESIN |
| AT410688B (en) * | 1996-11-21 | 2003-06-25 | Evg Entwicklung Verwert Ges | COMPONENT |
| ES2174700B1 (en) * | 2000-03-13 | 2004-08-16 | Jaime Enrique Jimenez Sanchez | PREFABRICATED WALL OF REINFORCED CONCRETE AND EXPANDED POLYSTYRENE. |
| CN201512899U (en) * | 2009-09-16 | 2010-06-23 | 孟术 | Steel wire mesh-reinforced integrated board |
| IT1398062B1 (en) * | 2010-02-04 | 2013-02-07 | Setten Genesio S P A | STRUCTURE FOR HIGH BUILDING WITH THERMAL INSULATION |
| CN205558007U (en) * | 2016-04-16 | 2016-09-07 | 广东翔顺建筑工程有限公司 | Can pack wallboard with atress structure synchronous construction's prefabrication |
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