CN106436988B - A kind of inner wall structure - Google Patents
A kind of inner wall structure Download PDFInfo
- Publication number
- CN106436988B CN106436988B CN201610976293.6A CN201610976293A CN106436988B CN 106436988 B CN106436988 B CN 106436988B CN 201610976293 A CN201610976293 A CN 201610976293A CN 106436988 B CN106436988 B CN 106436988B
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- wall
- concrete
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2002/8682—Mixed technique using permanent and reusable forms
Abstract
The invention discloses a kind of inner wall structures, including the first wall, the second wall and third wall；The third wall is folded between the first wall and the second wall；The third wall is constructed out filling concrete channel in the space between the first wall and the second wall.It is the inner wall structural strength, globality, highly-safe, on-site construction time can be saved, reinforce wall connecting field strength.
Description
Technical field
The present invention relates to building engineering field, especially a kind of inner wall structure.
Background technique
The inner wall structure of existing architecture indoor includes the spaced wall of two panels, is placed with cross between two panels wall
Staggered multiple tracks reinforcing bar is indulged, then with concreting at complete prefabricated inner wall structure.But it is existing this prefabricated interior
Wall body structure has following defects that
1, the intensity of wall body structure is poor；
2, need to fill the space between two panels wall when cast in situs, it is time-consuming in process, and on-site construction time is nervous,
Process is simple and crude, pours the wall quality built up and is difficult to ensure；
3, due to the problem of pouring material itself or construction technology the problem of, concrete is easy to produce in casting process
Bubble is not easy to be discharged, and will form many pits after the completion of pouring, influences prefabricated inner wall final product quality.
4, there are certain unstability for the material and technique for structure of being in the milk, time-consuming and laborious, intensity, globality, safety
Etc. poor.
Summary of the invention
The object of the present invention is to provide a kind of intensity, globality, highly-safe, can save on-site construction time, reinforce
The inner wall structure of wall connecting field strength.
To achieve the goals above, a kind of inner wall structure provided by the invention, including
First wall, the second wall and third wall；
The third wall is folded between the first wall and the second wall；
The third wall is constructed out filling concrete channel in the space between the first wall and the second wall.
Alternatively and preferably, the lower edge of the bottom end of the third wall and the first wall and the second wall there are away from
From to form concrete cast-in-situ anchoring space, concrete cast-in-situ anchoring space is connected to the filling concrete channel.
Alternatively and preferably, the third wall is overall structure, and the filling concrete channel is along vertical direction
Construction is in the inside of third wall, and the upper end in filling concrete channel is conducted to third wall upper end, filling concrete channel
Lower end is connected to concrete cast-in-situ anchoring space.
Alternatively and preferably, the cross section in the filling concrete channel is polygon or round.
Alternatively and preferably, the bottom in the filling concrete channel, which has, promotes slurry to flow into concrete cast-in-situ anchoring
The flow-guiding structure in space.
Alternatively and preferably, the flow-guiding structure includes the water conservancy diversion for being built into filling concrete vias inner walls bottom end
Face, the guide face are plane, inclined-plane or male and fomale(M&F).
Alternatively and preferably, it is equipped with construction pillar in concrete cast-in-situ anchoring space, construction pillar is folded in
Between first wall and the second wall.
Alternatively and preferably, the upper end of the construction pillar and third wall connecting are integral, lower end and the first wall
It is concordant with the lower edge of the second wall, and the through-hole that perforation constructs pillar ontology is offered along the width direction of construction pillar,
Circulation for concrete；The cross section for constructing pillar is round or polygon.
Alternatively and preferably, the construction pillar is multiple, anchors space in the concrete cast-in-situ is distributed in
It is interior, spot distribution is formed, constructs the cross section of pillar as round or polygon.
Alternatively and preferably, it is equipped in concrete cast-in-situ anchoring space and is used to support the first wall and the second wall
The Steel bar rack of lower part.
Alternatively and preferably, concordant with the lower edge of the first wall and/or the second wall below the third wall or
Prominent along lower edge, the lower section of the first wall and/or the second wall is used to connect with the template that scene installs, to constitute coagulation
The cast-in-place anchoring space of soil, concrete cast-in-situ anchoring space are connected to filling concrete channel.
Alternatively and preferably, it is preset with supporting element below the third wall, for anchoring space to concrete cast-in-situ
It is supported.
Alternatively and preferably, it is equipped with the oblique through-hole for being conducting to inner wall structural outer in the third wall, is used for
The gas in concrete cast-in-situ anchorage zone is discharged, concrete is enable to be full of the space of entire concrete cast-in-situ anchorage zone.
Alternatively and preferably, the edge of first wall and the second wall is equipped with for scarce with the docking of other walls
Mouthful.
A kind of inner wall structure provided by the invention, including the first wall, the second wall and third wall；The third wall
Body is folded between the first wall and the second wall；The third wall is in the space between the first wall and the second wall
Construct the channel for grouting.The space that needs when prefabricated third wall reduces cast in situs on the one hand are poured, section
About the time, another aspect third wall can be prefabricated in the factory, and quality monitoring is more convenient, improve inner wall structure
Integral strength.In addition, this inner wall structure is cast-in-place concrete anchor structure, more traditional grouting anchor structure intensity is high, whole
Body is good, highly-safe, compared to the raising that traditional grouting anchor structure has great-leap-forward.
Detailed description of the invention
Fig. 1 is that the master of inner wall structure provided by the embodiment of the present invention 1 cuts open the schematic diagram of structure；
Fig. 2 is the overlooking structure diagram of inner wall structure provided by the embodiment of the present invention 1；
Fig. 3 is the side structure schematic view of inner wall structure provided by the embodiment of the present invention 1；
Fig. 4 is that the master of inner wall structure provided by the embodiment of the present invention 2 cuts open the schematic diagram of structure；
Fig. 5 is the side structure schematic view of inner wall structure provided by the embodiment of the present invention 2.
Fig. 6 is that the master of inner wall structure provided by the embodiment of the present invention 3 cuts open the schematic diagram of structure；
Fig. 7 is the overlooking structure diagram of inner wall structure provided by the embodiment of the present invention 3；
Fig. 8 is the side structure schematic view of inner wall structure provided by the embodiment of the present invention 3；
Fig. 9 is that the master of inner wall structure provided by the embodiment of the present invention 4 cuts open the schematic diagram of structure；
Figure 10 is the side structure schematic view of inner wall structure provided by the embodiment of the present invention 5；
Figure 11 is that the master of inner wall structure provided by the embodiment of the present invention 6 cuts open structural schematic diagram；
Figure 12 is the side view structure signal of inner wall structure provided by the embodiment of the present invention 6.
In figure:
The first wall of 1-；The second wall of 2-；3- third wall；4- filling concrete channel；The anchoring of 5- concrete cast-in-situ is empty
Between；6- through-hole；7- guide face；8- constructs pillar；9- through-hole；10- notch；11- Steel bar rack；12- template.
Specific embodiment
In order to enable those skilled in the art to better understand the solution of the present invention, with reference to the accompanying drawings and detailed description
The present invention is described in further detail.
Embodiment 1
Fig. 1-3 is please referred to, a kind of inner wall structure provided in an embodiment of the present invention is prefabricated wall body structure, for making
For the interior wall of building (such as building).Wall body structure includes the first wall 1, the second wall 2 and third wall 3.3 quilt of third wall
First wall 1 and the second wall 2 are folded in centre, and third wall 3 is also prefabricated overall structure.Third wall 3 is not filled with
The whole in the space formed between the first wall 1 and the second wall 2, and filling concrete channel 4 is constructed out in the space.The
The prefabricated formation of three wall 3, and non-at-scene grouting obtains, so that in site operation casting process, it is only necessary to pass through concrete
Perfusion channel 4 pours a part of concrete slurry, and remaining space between the first wall 1 and the second wall 2 is filled up, and
It is taken a substantial amount of time without filling entire space as in the prior art.In addition, third wall 3 can be pre- in the factory
It makes, quality, compared to control is easier, has good intensity, so that the globality of inner wall structure is more compared with cast in situs
Good, intensity is higher.The top of third wall 3 is preferably concordant with the top edge of the first wall 1 and the second wall 2, third wall 3
Lower section is equipped with concrete cast-in-situ and anchors space 5, lower edge of the bottom of third wall 3 preferably with the first wall 1 and the second wall 2
There are distances so that this partial distance forms the concrete cast-in-situ anchoring space 5, the concrete cast-in-situ anchor space 5 with
Filling concrete channel 4 is connected to.It is to form continuous overall structure for the bottom in wall in this way, improves bond strength.It is mixed
Solidifying soil perfusion channel 4 and concrete cast-in-situ anchoring space 5 together constitute concrete cast-in-situ region.
In the casting process of concrete, can because material itself defect or casting craft defect the reason of generate
Bubble will remain in concrete surface, a small amount of bubble will affect the beauty of wall if these bubbles cannot be discharged in time
It sees, a large amount of bubble will affect the durability of concrete, and furthermore concrete is also required to that wall is made to form whole knot after pouring
Structure.In order to solve this problem, in some embodiments, the through-hole 6 for exhaust is equipped in third wall 3, which is oblique
Hole is conducting to the outside of the first wall 1 or the second wall 2, for the bubble generated in concreting process to be discharged, under solution
The discharge of gas in portion's anchorage zone enables concrete to be full of the space in entire lower anchor region.
In some embodiments, filling concrete channel 4 is vertically constructed in the inside of third wall 3, the shape in the channel
It is not construed as limiting the invention, can be the hole of circular hole, polygon hole (such as square hole) or other geometries.Filling concrete
The quantity in channel 4 (width of such as wall) can adjust according to the actual situation, and in the present embodiment, inner wall structure has twice
Filling concrete channel 4 is intervally arranged inside third wall 3 along identical, and diameter is less than or equal to the thickness of third wall 3
Degree.The bottom connection concrete cast-in-situ in channel anchors space 5.It is logical in filling concrete in order to promote the flowing of concrete slurry
4 bottom of road constructs flow-guiding structure.In one embodiment, flow-guiding structure includes two guide faces 7, one of guide face 7
It is built on 4 inner wall of filling concrete channel, another guide face 7 constructs in other side filling concrete channel 4
On inner wall.Two guide faces 7 can be extended obliquely with fixed slope, so that the bottom in filling concrete channel 4 and coagulation
The cast-in-place anchoring space 5 of soil constantly broadens to interface, peomotes concrete and flows into concrete cast-in-situ anchoring space 5, fast
Speed is filled up, and the time of cast in situs has been saved.Certainly, guide face can also be other shapes, such as male and fomale(M&F), smooth
Curved surface, plane etc., specific shape are simultaneously not construed as limiting the present invention limitation.
In some embodiments, third wall 3 is only the first wall 1 and support, lower part are formed at the top of the second wall 2
Concrete cast-in-situ anchoring space 5 be entirely it is hollow, it is uneven that this may result in support strength.For this purpose, existing in concrete
It pours and is provided with construction pillar 8 in anchoring space 5, also formed by concrete prefabricated, the quantity and position for constructing pillar 8 can roots
It is adjusted according to actual requirement, for example, in some embodiments, the quantity of construction pillar 8 can be with third wall 3 by concrete
The quantity that perfusion channel 4 is formed separately part is identical, and keeps corresponding with it in the height direction with these separated parts, this
Sample can be formed in wall bottom and be supported, and improve the integral strength of inner wall structure.The both ends for constructing pillar 8 can be respectively with the
The edge of three walls 3 and the first wall 1, the second wall 2 is kept at a distance, be also possible to be bonded with 3 lower surface of third wall and/or
It is concordant with the lower edge of the first wall 1 and the second wall 2.When the upper end of construction pillar 8 and the lower surface of third wall 3 remain with
Apart from when, can construction 3 upper end of pillar setting flow-guiding structure (such as V-type guide face), for promoting slurry in concrete cast-in-situ
It anchors in space and flows.In a preferred embodiment, the upper end of pillar 8 and the lower surface of third wall 3 is constructed to connect into
One is whole, and lower end is concordant with the lower edge of the first wall 1 and the second wall 2, so that it is formd in the longitudinal direction to interior wall
The complete support of body structure.In this case, perforation construction pillar ontology is opened up along width direction along construction pillar 8
Through-hole 9 circulates between each construction pillar 8 for concrete slurry, so that entirety is formed on wall body structure bottom, improves entirety
Intensity.Through-hole 9 can form dislocation arrangement in the height direction, and to constitute the runner of S type, it is whole to guarantee that concrete is easier to be full of
A space.The concrete shape of construction 8 cross section of pillar is not also construed as limiting the invention, such as can be round, polygon
(such as rectangular).
Adjacent wall body structure is after docking, often because docking does not generate crack sternly, fits up layer cracking in order to prevent, the
The edge of one wall 1 and the second wall 2 is equipped with the notch 10 for docking with other walls, after wall body structure docking,
Mortar is smeared at notch 10 to tamp, prevents crack, and the shape of notch 10 is unlimited, specifically can be L-type.
When third wall 3 is divided into multi-section timesharing by filling concrete channel 4, these third walls 3 and lateral reinforcing bar one
The structure for foring similar " H " type in the first wall 1 and the second wall 2 is played, and is used when being used for filling concrete channel 4
After above-mentioned guide face, the flow-guiding structure of similar Y-shaped is formd, therefore can also be proposed the embodiment of the present invention in this case
The inner wall structure of confession is known as " YH1 " system.
Since inner wall structure provided in an embodiment of the present invention needs to place vertically in pouring construction, will erect
Straight side is known as the "high" of wall, and horizontal side is known as " width ", the space length formed between the first wall 1 and the second wall 2
Referred to as " thickness " in the space.
Embodiment 2
Please refer to Fig. 4-5, inner wall structure provided in this embodiment, the difference from embodiment 1 is that, construction pillar 8 is adopted
It is arranged in concrete cast-in-situ space 5 with the form of spot distribution, each construction pillar 8 is in be spaced apart.Such as the present embodiment
In construction pillar 8 be to be distributed in the height direction in dislocation type on the whole.The cross section of construction pillar 8 equally can be
Various shapes, such as polygon or round.
Embodiment 3
Please refer to Fig. 6-8, the present embodiment the difference from embodiment 1 is that, concrete cast-in-situ anchoring space 5 in be equipped be used for
The Steel bar rack 11 of the first wall and the second wall lower part is supported, i.e., with Steel bar rack come alternative constructions pillar 8.Steel bar rack
Structure can be diversified forms, such as the present embodiment is the multiple tracks reinforcing bar of straight line parallel arrangement, is furthermore also possible to flexure type
Or other irregular configurations.
Embodiment 4
Referring to FIG. 9, the present embodiment the difference from embodiment 1 is that, the concrete cast-in-situ of the lower section of third wall 3 anchors empty
Between be hollow out in 5, be not provided with construction pillar.
Embodiment 5
Referring to FIG. 10, the present embodiment the difference from embodiment 1 is that, below third wall with the first wall and/or the
The lower edge of two walls is concordant or prominent along lower edge, is used for and scene branch in the lower section of the first wall and/or the second wall
If template connection, to constitute concrete cast-in-situ anchoring space, concrete cast-in-situ anchoring space and filling concrete channel
Connection.For example, in the present embodiment, third wall 3 is concordant with 2 lower edge of the second wall, and with 1 lower edge of the first wall there are
Then distance is located at the lower section of the second wall 2 by live template 12 installed, to constitute concrete cast-in-situ anchoring space
5, this space first carries out reinforcing bar binding after having found wall, then props template, is subsequently poured.The space can and it is real
Applying example 4 is equally hollow out (as shown in Figure 9), in order to distinguish with embodiment 1-4, passes through the inner wall structure of live supporting module
It is properly termed as YH-2 system.In addition, in some other embodiment, template can be two-sided install.
Embodiment 6
Figure 11-12 is please referred to, which equally uses the template 12 that scene installs and carry out the cast-in-place anchoring of constructional concrete
Space 5, the present embodiment and the difference of embodiment 5 are that concrete cast-in-situ, which anchors, is equipped with construction pillar 8 in space 5, furthermore may be used
To be other support constructions, such as the support construction can also be the construction pillar of embodiment 2, be also possible to the steel of embodiment 3
Muscle bracket.
A kind of inner wall structure provided by the present invention is described in detail above.Specific case used herein
Principle and implementation of the present invention are described, the above embodiments are only used to help understand core of the invention
Thought is thought.It should be pointed out that for those skilled in the art, without departing from the principle of the present invention,
Can be with several improvements and modifications are made to the present invention, these improvement and modification also fall into the protection scope of the claims in the present invention
It is interior.
Claims (8)
1. a kind of inner wall structure, which is characterized in that including
First wall, the second wall and third wall；
The third wall is folded between the first wall and the second wall；
The third wall is constructed out filling concrete channel in the space between the first wall and the second wall；
There are distances for the lower edge of the bottom end of the third wall and the first wall and the second wall, to form concrete cast-in-situ anchor
Gu space, concrete cast-in-situ anchoring space is connected to the filling concrete channel；
Concrete cast-in-situ anchoring is equipped with construction pillar in space, construct pillar be folded in the first wall and the second wall it
Between；The upper end of the construction pillar and third wall connecting are integral, and lower end is flat with the lower edge of the first wall and the second wall
Together, and along the width direction of construction pillar the through-hole of perforation construction pillar ontology, the circulation for concrete are offered；Construction
The cross section of pillar is round or polygon；Through-hole forms dislocation arrangement in the height direction, to constitute the runner of S type.
2. inner wall structure according to claim 1, which is characterized in that the third wall is overall structure, described mixed
Solidifying soil perfusion channel is constructed along vertical direction in the inside of third wall, and the upper end in filling concrete channel is conducted to third wall
The lower end of body upper end, filling concrete channel is connected to concrete cast-in-situ anchoring space.
3. inner wall structure according to claim 2, which is characterized in that the cross section in the filling concrete channel is more
Side shape or circle.
4. inner wall structure according to claim 2, which is characterized in that the bottom in the filling concrete channel, which has, to be promoted
The flow-guiding structure in concrete cast-in-situ anchoring space is flowed into slurry.
5. inner wall structure according to claim 4, which is characterized in that the flow-guiding structure includes being built into concrete
The guide face of perfusion channel inner wall bottom end, the guide face are plane, inclined-plane or male and fomale(M&F).
6. inner wall structure according to claim 1, which is characterized in that be equipped with and use in concrete cast-in-situ anchoring space
In the Steel bar rack of support the first wall and the second wall lower part.
7. inner wall structure according to claim 1, which is characterized in that be equipped in the third wall and be conducting to inner wall
The oblique through-hole of structural outer, the gas for being discharged in concrete cast-in-situ anchorage zone enable concrete full of entire mixed
The space of the solidifying cast-in-place anchorage zone of soil.
8. -7 any inner wall structure according to claim 1, which is characterized in that first wall and the second wall
Edge is equipped with for the notch with the docking of other walls.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610976293.6A CN106436988B (en) | 2016-11-07 | 2016-11-07 | A kind of inner wall structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610976293.6A CN106436988B (en) | 2016-11-07 | 2016-11-07 | A kind of inner wall structure |
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| CN106436988A CN106436988A (en) | 2017-02-22 |
| CN106436988B true CN106436988B (en) | 2019-05-21 |
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| US6612083B1 (en) * | 2001-03-27 | 2003-09-02 | William J. Richards | System of building construction |
| CN101314987A (en) * | 2008-07-11 | 2008-12-03 | 罗国军 | Multifunctional built-up plate and construction method thereof |
| CN203795663U (en) * | 2014-03-07 | 2014-08-27 | 北方工业大学 | Composite shear wall with self-heat-preservation function |
| CN104314314A (en) * | 2014-11-17 | 2015-01-28 | 中冶建筑研究总院有限公司 | Grouting connection construction method |
| CN105604208A (en) * | 2016-03-03 | 2016-05-25 | 华汇工程设计集团股份有限公司 | Prefabricated shear wall in cast-in-situ connection mode |
| CN206143965U (en) * | 2016-11-07 | 2017-05-03 | 朱凤起 | Interior wall structure |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735533A (en) * | 2016-03-08 | 2016-07-06 | 万保金 | Assembly type prefabricated non-bearing wall formwork |
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2016
- 2016-11-07 CN CN201610976293.6A patent/CN106436988B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6612083B1 (en) * | 2001-03-27 | 2003-09-02 | William J. Richards | System of building construction |
| CN101314987A (en) * | 2008-07-11 | 2008-12-03 | 罗国军 | Multifunctional built-up plate and construction method thereof |
| CN203795663U (en) * | 2014-03-07 | 2014-08-27 | 北方工业大学 | Composite shear wall with self-heat-preservation function |
| CN104314314A (en) * | 2014-11-17 | 2015-01-28 | 中冶建筑研究总院有限公司 | Grouting connection construction method |
| CN105604208A (en) * | 2016-03-03 | 2016-05-25 | 华汇工程设计集团股份有限公司 | Prefabricated shear wall in cast-in-situ connection mode |
| CN206143965U (en) * | 2016-11-07 | 2017-05-03 | 朱凤起 | Interior wall structure |
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| CN106436988A (en) | 2017-02-22 |
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