CN206707055U - Assembled filling wall, inner wall structure and external wall structure - Google Patents
Assembled filling wall, inner wall structure and external wall structure Download PDFInfo
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- CN206707055U CN206707055U CN201720452829.4U CN201720452829U CN206707055U CN 206707055 U CN206707055 U CN 206707055U CN 201720452829 U CN201720452829 U CN 201720452829U CN 206707055 U CN206707055 U CN 206707055U
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- wall
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- precast
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Abstract
The utility model discloses a kind of assembled to fill wall, including：Precast wall body；The reinforced mesh that the reinforcing bar to be interlocked by transverse and longitudinal is formed is provided with the precast wall body.The reinforcing bar includes the dowel that at the top of precast wall body and side is stretched out.Cavity is also configured with precast wall body.Precast wall body can be assemblied in interior wall structure or external wall structure, it is not necessary to which cumbersome builds work by laying bricks or stones, has saved the engineering time in filled wall structure as an entirety.The problem of factors such as puzzle joint is not neat enough, adhesion is poor between each masonry block caused by when it also avoid building by laying bricks or stones simultaneously cause to fill wall stability difference.Additionally due to filling is prefabricated in the factory in advance, product is quality controllable when prefabricated, it helps the stability of whole wall body structure after assembling.
Description
Technical field
A kind of filling wall is the utility model is related to, particularly a kind of assembled filling wall and the inner-outer wall using the filling wall
Body structure.
Background technology
Wall main rise in building structure is filled to go along with sb. to guard him and compartmentation, and weight is undertaken by beam column and (can be used for cutting
In power wall construction).Current filling wall is typically formed using concrete block masonry.
As Chinese patent CN 201581519U disclose a kind of filling wall.Its wall stacked by multilayer transverse horizontal and
The autoclave aerated concrete building block that vertical puzzle joint mutually staggers builds composition by laying bricks or stones with mortar.The shortcomings that this filling wall, is, is building
, it is necessary to which multiple building blocks are mutually staggered when building, successively build by laying bricks or stones, waste the more engineering time.
In addition, existing filling wall have it is many formed for solid brick masonry, heavier-weight, add the burden of transport.And
And the soundproof effect of some filling walls is also bad.
In view of this, it is special to propose the utility model.
Utility model content
It is fast that the purpose of this utility model is to provide a kind of speed of application, and stability is high, avoids the assembled of wall crazing from filling out
Fill wall and include the inner wall structure and external wall structure of this assembled filling wall.
To achieve these goals, in a first aspect, a kind of assembled provided by the utility model fills wall, including：
Precast wall body；
The reinforced mesh that the reinforcing bar to be interlocked by transverse and longitudinal is formed is provided with the precast wall body.The reinforcing bar is included from dry wall
The dowel of at the top of body and side stretching；
Cavity is configured with precast wall body.
Alternatively and preferably, from Open Side Down at the top of the precast wall body, extension is formed the cavity.
Alternatively and preferably, the cavity is multiple that multiple cavitys are in spaced and parallel arrangement in the precast wall body.
Alternatively and preferably, at least one cavity is conducted to the bottom of the precast wall body in multiple cavitys, and at this
The cavity bottom for being conducted to the bottom of the precast wall body is provided for connecting the dowel on ground；Or
Multiple cavitys are not turned on to the bottom of the precast wall body.
Alternatively and preferably, filled with insulation and/or acoustic material in the cavity.
Alternatively and preferably, the cross section of the cavity is rectangle or circle.
Alternatively and preferably, the quantity of the reinforced mesh is two layers, and two layers of reinforced mesh is abreast arranged on described
In precast wall body.
Second aspect, the utility model provide a kind of inner wall structure, including the assembled filling described in first aspect
Wall, cast-in-place column has been poured in the both sides of assembled filling wall, has been poured Cast-in-situ Beam in assembled filling coping, has been filled out
Fill coping and Cast-in-situ Beam flexible connection.
Alternatively and preferably, the leveling spiral shell for adjusting wall levelness is provided with the junction on inner wall and ground
Bolt.
The third aspect, the utility model provide a kind of external wall structure, including the assembled filling described in second aspect
Wall,
Cast-in-place column has been poured in the both sides of assembled filling wall, has been poured in assembled filling coping cast-in-place
Beam, assembled filling coping and Cast-in-situ Beam flexible connection；Heat-insulation layer is sequentially provided with the outside of assembled filling wall and is mixed
Coagulate native exterior wall.
Filling wall provided by the utility model, including precast wall body, precast wall body, can conducts in filled wall structure
One entirety is assemblied in interior wall structure or external wall structure, it is not necessary to which cumbersome builds work by laying bricks or stones, has saved the engineering time.Simultaneously
Avoid between each masonry block caused by when building by laying bricks or stones the factors such as puzzle joint is not neat enough, adhesion is poor cause to fill wall stability it is poor
The problem of.Additionally due to filling is prefabricated in the factory in advance, product is quality controllable when prefabricated, it helps assembling
The stability of whole wall body structure afterwards.The cavity of construction can both mitigate weight in wall, meet the unit weight requirement of filling wall, again
Certain deadening can be played.
Brief description of the drawings
The main structure diagram for the filling wall that Fig. 1 is provided by the utility model embodiment, for the ease of showing, in figure
Left-half mainly shows the structure of cavity, and right half part mainly shows reinforced mesh part；
The side structure schematic view (Fig. 1 A-A to) for the filling wall that Fig. 2 is provided by the utility model embodiment；
The overlooking the structure diagram (Fig. 1 B-B direction) for the filling wall that Fig. 3 is provided by the utility model embodiment；
Fig. 4 is the structural representation of leveling bolt；
Fig. 5 is the structural representation of rectangular enclosure；
Fig. 6 is the structural representation that rectangular enclosure and circular cavity are applied in combination；
The main structure diagram for the inner wall structure that Fig. 7 is provided by the utility model one embodiment；
Side structure schematic view (Fig. 7 A-A for the inner wall structure that Fig. 8 is provided by the utility model one embodiment
To)；
Overlooking the structure diagram (Fig. 7 B-B for the inner wall structure that Fig. 9 is provided by the utility model one embodiment
To)；
The main structure diagram for the inner wall structure that Figure 10 is provided by the utility model another embodiment；
The side structure schematic view for the inner wall structure that Figure 11 is provided by the utility model another embodiment be (Figure 10's
A-A to)；
The overlooking the structure diagram for the inner wall structure that Figure 12 is provided by the utility model another embodiment be (Figure 10's
B-B direction)；
The main structure diagram for the external wall structure that Figure 13 is provided by the utility model one embodiment；
Side structure schematic view (Figure 13 A- for the external wall structure that Figure 14 is provided by the utility model one embodiment
A to)；
Overlooking the structure diagram (Figure 13 B- for the external wall structure that Figure 15 is provided by the utility model one embodiment
B to)；
The main structure diagram for the external wall structure that Figure 16 is provided by the utility model another embodiment；
The side structure schematic view for the external wall structure that Figure 17 is provided by the utility model another embodiment be (Figure 16's
A-A to)；
The overlooking the structure diagram for the external wall structure that Figure 18 is provided by the utility model another embodiment be (Figure 16's
B-B direction)；
In figure：
1- precast wall bodies；2- reinforced mesh；21- tension ribs；Dowel at the top of 22-；23- bottoms dowel；3- built-in fittings；
4- cavitys；5- ground；6- concrete bodies；7- bottoms dowel；8- flexible boards；9- leveling bolts；10- Cast-in-situ Beams；11- is cast-in-place vertical
Post；12- heat-insulation layers；13- concrete exterior walls
Embodiment
In order that those skilled in the art more fully understand the utility model, below in conjunction with the accompanying drawings and it is embodied
The utility model is described in further detail for mode.
The utility model embodiment provides a kind of filling wall, and wall is filled for assembled.I.e. in work progress, in floorboard
After installation, the filling wall is directly erected into assembling, Cast-in-situ Beam is poured at top, cast-in-place column is poured in both sides.
The difference of the filling wall and prior art is to employ precast wall body 1, rather than is built by laying bricks or stones and formed by scene
's.Reinforced mesh 2 (right half part that refer to Fig. 1) is provided with precast wall body 1.The reinforcing bar that reinforced mesh 2 is interlocked by transverse and longitudinal
Form.Transverse steel can stretch out to form tension rib 21 from the both sides of wall, for connecting cast-in-place column.Longitudinal reinforcement can be from
Stretched out at the top of precast wall body and form top dowel 22, for connecting Cast-in-situ Beam.Reinforced mesh 2 can be two layers, abreast arrange
It is listed in precast wall body 1, and close to the position of wall outer surface, the so stiffening effect to precast wall body 1 and to neighboring walls
Connection effect it is more preferable.In the case of cavity (following article narration) is configured with precast wall body 1, two panels reinforced mesh 2 is located at
The both sides of cavity.In addition, built-in fitting 3 is also equipped with precast wall body 1, for building other components.
Cavity 4 is also configured with inside precast wall body 1, to mitigate the weight for filling wall.And because filling wall is not load bearing wall,
Therefore the cavity 4 of construction will not be used for impacting.Cavity 4 is also to reserve to come in the production process of precast wall body 1
, therefore it is referred to as reserved cavity.The concrete shape of cavity 4, quantity, arrangement are not formed to limit of the present utility model
It is fixed.For example, in certain embodiments, cavity 4 can include it is multiple, each cavity 4 from the open top of precast wall body along
Vertical or near vertical direction extends downward into the bottom (left-half that refer to Fig. 1) of precast wall body 1.Adjacent cavity
It can be in spaced and parallel arrangement between 4.The bottom of these cavitys 4 can export from the bottom of precast wall body, that is, it is pre- to form insertion
The through hole of wall 1 processed, if conducting is specifically selected by the connected mode of filling wall and the floor of ground 5.For example, in some embodiments
In, filling wall connects with 5, ground slurry, and now these cavitys 4 do not penetrate.In further embodiments, it is of the present utility model
Filling wall is connected with ground joint bar, and now at least one in these cavitys 4 or a part are all insertions, are so passed through at these
The shorter bottom dowel 7 of the length being vertically arranged is provided with the logical bottom of cavity 4, connection reinforcing bar is anchored into ground, passed through
Pour into a small amount of concrete slurry from the top of cavity 4 of insertion and form concrete bodies 6, bottom dowel 7 is sealed realize it is pre-
Wall 1 processed and the connection on ground 5.
Can there is a variety of the shape of each cavity 4, such as can be that cross section (is such as schemed for circular hole in precast wall body 1
1-3) or hole (as shown in Figure 5) that cross section is rectangle, or the combination (as shown in Figure 6) of circular port and rectangular opening.
In some other embodiment, insulation material or acoustic material (not shown) are also filled with cavity 4.Insulation material and every
The lighter weight of sound material, will not cause to significantly affect to the overall weight of precast wall body 1, can additionally play insulation and every
The effect of sound.
When by seismic force effects, precast wall body 1 and Cast-in-situ Beam meeting while stress, in rigidly connected situation
Under, filling wall may damage to Cast-in-situ Beam, and filling wall body be able to may also ftracture.So as to the overall antidetonation of building
Performance has adverse effect on.To solve this technical problem, the top of precast wall body 1 uses with Cast-in-situ Beam to be flexibly connected.Example
Such as, one piece of flexible board 8 can be used to ride upon the top of precast wall body, its width is equal to or slightly less than the thickness of precast wall body 1.
Flexible board 8 can specifically select extruded sheet to realize.
When filling wall is filled in inner wall structure, leveling bolt 9 can also be set (such as on the ground 5 of precast wall body 1
Shown in Fig. 4), for adjusting the levelness of precast wall body 1, ensure accuracy and precision during assembling wall.
Assembling of the filling wall in interior wall body structure and external wall structure of the utility model embodiment offer is provided
Effect.
Inner wall structure includes filling wall, Cast-in-situ Beam 10 and cast-in-place column 11.After floor face is built well, wall is filled
The assembling of precast wall body 1, the cast-in-place model of the column of the both sides of precast wall body 1 and the cast-in-place beam forms at top are first installed, is then carried out
Cast in situs, form inner wall structure (as Figure 7-9).A cast-in-place column is shared between adjacent inner wall structure to realize
Connection is (as shown in figs. 10-12).
External wall structure is compared with inner wall structure, in addition to equally including filling wall, Cast-in-situ Beam 10 and cast-in-place column 11,
Also include the concrete exterior wall 13 in the heat-insulation layer 12 and outside of heat-insulation layer 12 for being arranged on the outside of precast wall body 1 (such as Figure 13-15 institutes
Show).Also a cast-in-place column is shared between adjacent external wall structure and realizes connection (as shown in figs. 16-18).
Wall, inner wall structure and external wall structure is filled to assembled provided by the utility model above to have carried out in detail
Introduce.Specific case used herein is set forth to principle of the present utility model and embodiment, above example
Illustrate that being only intended to help understands core concept of the present utility model.It should be pointed out that the ordinary skill people for the art
For member, on the premise of the utility model principle is not departed from, some improvement and modification can also be carried out to the utility model, this
A little improvement and modification are also fallen into the protection domain of the utility model claims.
Claims (10)
1. a kind of assembled fills wall, it is characterised in that including：
Precast wall body；
The reinforced mesh that the reinforcing bar to be interlocked by transverse and longitudinal is formed is provided with the precast wall body；The reinforcing bar is included from precast wall body top
The dowel that portion and side are stretched out；
Cavity is configured with the precast wall body.
2. assembled according to claim 1 fills wall, it is characterised in that the cavity is from the top of the precast wall body
Open Side Down, and extension is formed.
3. assembled according to claim 2 fills wall, it is characterised in that the cavity is multiple, and multiple cavitys are in institute
It is in spaced and parallel arrangement to state in precast wall body.
4. assembled according to claim 3 fills wall, it is characterised in that：
At least one cavity is conducted to the bottom of the precast wall body in multiple cavitys, and is conducted to the precast wall body at this
The cavity bottom of bottom is provided for connecting the dowel on ground；Or
Multiple cavitys are not turned on to the bottom of the precast wall body.
5. wall is filled according to any described assembleds of claim 2-4, it is characterised in that filled with insulation in the cavity
And/or acoustic material.
6. wall is filled according to any described assembleds of claim 2-4, it is characterised in that the cross section of the cavity is rectangle
It is or circular.
7. wall is filled according to any described assembleds of claim 1-4, it is characterised in that the quantity of the reinforced mesh is two
Layer, two layers of reinforced mesh are abreast arranged in the precast wall body.
8. a kind of inner wall structure, it is characterised in that wall is filled including any described assembleds of claim 1-7, described
The both sides of assembled filling wall have poured cast-in-place column, and Cast-in-situ Beam, assembled filling have been poured in assembled filling coping
Coping and Cast-in-situ Beam flexible connection.
9. inner wall structure according to claim 8, it is characterised in that the junction on inner wall and ground is provided with use
In the leveling bolt of regulation wall levelness.
10. a kind of external wall structure, it is characterised in that wall is filled including any described assembleds of claim 1-7, described
The both sides of assembled filling wall have poured cast-in-place column, and Cast-in-situ Beam, assembled filling have been poured in assembled filling coping
Coping and Cast-in-situ Beam flexible connection；Heat-insulation layer and concrete exterior wall are sequentially provided with the outside of assembled filling wall.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720170259 | 2017-02-24 | ||
| CN201720170259X | 2017-02-24 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206707055U true CN206707055U (en) | 2017-12-05 |
Family
ID=60457537
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720452829.4U Active CN206707055U (en) | 2017-02-24 | 2017-04-27 | Assembled filling wall, inner wall structure and external wall structure |
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| Country | Link |
|---|---|
| CN (1) | CN206707055U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108343160A (en) * | 2018-02-10 | 2018-07-31 | 南通联泷建筑材料有限公司 | A kind of connection structure of wallboard and coupling beam |
| CN108412094A (en) * | 2018-05-08 | 2018-08-17 | 中建四局第四建筑工程有限公司 | The construction method and device of the hollow concrete wall of masonry between a kind of replacement shear wall |
| CN109487925A (en) * | 2018-11-30 | 2019-03-19 | 中国建筑第七工程局有限公司 | The prefabricated integral-filled wall of one kind and its structure connection method |
| CN109779384A (en) * | 2019-01-28 | 2019-05-21 | 游家良 | Integral type concrete earthen wall |
-
2017
- 2017-04-27 CN CN201720452829.4U patent/CN206707055U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108343160A (en) * | 2018-02-10 | 2018-07-31 | 南通联泷建筑材料有限公司 | A kind of connection structure of wallboard and coupling beam |
| CN108412094A (en) * | 2018-05-08 | 2018-08-17 | 中建四局第四建筑工程有限公司 | The construction method and device of the hollow concrete wall of masonry between a kind of replacement shear wall |
| CN109487925A (en) * | 2018-11-30 | 2019-03-19 | 中国建筑第七工程局有限公司 | The prefabricated integral-filled wall of one kind and its structure connection method |
| CN109779384A (en) * | 2019-01-28 | 2019-05-21 | 游家良 | Integral type concrete earthen wall |
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