CN206428864U - A kind of inner wall structure - Google Patents
A kind of inner wall structure Download PDFInfo
- Publication number
- CN206428864U CN206428864U CN201621155562.4U CN201621155562U CN206428864U CN 206428864 U CN206428864 U CN 206428864U CN 201621155562 U CN201621155562 U CN 201621155562U CN 206428864 U CN206428864 U CN 206428864U
- Authority
- CN
- China
- Prior art keywords
- wall
- column
- guide faces
- structure according
- utility
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Abstract
The utility model discloses a kind of inner wall structure, including the first wall, the second wall and column；The column is folded between the first wall and the second wall.The inner wall structure can effectively lift the bulk strength of inner wall, lift the anchoring of join domain reinforcing bar and the globality of structure.
Description
Technical field
The utility model is related to building engineering field, particularly a kind of inner wall structure.
Background technology
The inner wall structure of existing architecture indoor includes being placed with horizontal stroke between the spaced wall of two panels, two panels wall
Vertical multiple tracks reinforcing bar staggeredly, then with concreting into complete prefabricated inner wall structure.But, it is existing this prefabricated interior
There is following defect in wall body structure：
1st, the intensity of wall body structure is poor；
2nd, due to pouring material itself the problem of the problem of or construction technology, concrete is easily produced in casting process
Bubble, is difficult to be discharged, and many pits can be formed after the completion of pouring, and influences prefabricated inner wall final product quality.
Utility model content
The purpose of this utility model is to provide a kind of high inner wall structure of intensity.
To achieve these goals, a kind of inner wall structure that the utility model is provided, including
First wall, the second wall and column；
The column is folded between the first wall and the second wall.
Alternatively and preferably, the quantity of the column is at least between two, each column be in parallel to each other between
Every arrangement.
Alternatively and preferably, the quantity of the column is at least three.
Alternatively and preferably, the quantity of the column is three, and three columns are in the first wall and the second wall
Between in the space that is formed along the first wall and the width parallel arrangement of the second wall, two of which column difference position
Two ends in the space a, column is located at the centre in the space.
Alternatively and preferably, the lower end of the column, which has, is used to discharge the bubble produced during casting concrete and incites somebody to action
Wall bottom is linked to be overall flow-guiding structure.
Alternatively and preferably, the flow-guiding structure extends shape obliquely including two self-bonding post lower ends along column
Into guide face, the bottom linking of two guide faces and distance is left with the lower edge of the first wall and the second wall, for mixed
Solidifying soil passes through.
Alternatively and preferably,
Two guide faces are upwardly extended according to fixed slope along column, and the bottom of two guide faces is with sharp
Mode be connected, so as to form V-type flow-guiding structure, or
Two guide faces are upwardly extended according to the slope of change along column, and the bottom of two guide faces is with smooth
Mode be connected, so as to form U-shaped flow-guiding structure.
Alternatively and preferably, the lower edge of the bottom of the column and the first wall and the second wall leave away from
From.
Alternatively and preferably, a wall in the first wall and the second wall is relative to another wall in the horizontal direction
Upper protrusion is provided with the built-in connection of the formwork erection for cast-in-place structural to form edge surface on edge surface.
Alternatively and preferably, the edge of first wall and the second wall is equipped with for being docked with other walls
Breach.
A kind of inner wall structure that the utility model is provided, including the first wall, the second wall and column；The combination
Post is folded between the first wall and the second wall.After pouring, column, the first wall, the second wall and reinforcing bar are tied
It is combined, column can provide support to the first wall and the second wall, improve the bulk strength of inner wall structure, and
This structure no longer needs the grouting structure such as grout sleeve, reduces cost, and it is more convenient to construct.
Brief description of the drawings
A kind of schematic front view for inner wall structure that Fig. 1 is provided by the utility model embodiment 1；
A kind of schematic top plan view for inner wall structure that Fig. 2 is provided by the utility model embodiment 1；
A kind of schematic side view for inner wall structure that Fig. 3 is provided by the utility model embodiment 1；
A kind of schematic front view for inner wall structure that Fig. 4 is provided by the utility model embodiment 2；
A kind of schematic top plan view for inner wall structure that Fig. 5 is provided by the utility model embodiment 2；
A kind of schematic side view for inner wall structure that Fig. 6 is provided by the utility model embodiment 2；
A kind of schematic front view for inner wall structure that Fig. 7 is provided by the utility model embodiment 3；
A kind of schematic top plan view for inner wall structure that Fig. 8 is provided by the utility model embodiment 3；
A kind of schematic side view for inner wall structure that Fig. 9 is provided by the utility model embodiment 3；
A kind of schematic front view for inner wall structure that Figure 10 is provided by the utility model embodiment 4；
A kind of schematic top plan view for inner wall structure that Figure 11 is provided by the utility model embodiment 4；
A kind of schematic side view for inner wall structure that Figure 12 is provided by the utility model embodiment 4；
A kind of schematic front view for inner wall structure that Figure 13 is provided by the utility model embodiment 5；
A kind of schematic top plan view for inner wall structure that Figure 14 is provided by the utility model embodiment 5；
A kind of schematic side view for inner wall structure that Figure 15 is provided by the utility model embodiment 5；
A kind of schematic diagram for inner wall structural edge breach that Figure 16 is provided by each embodiment of the utility model.
In figure：
The walls of 1- first；The walls of 2- second；3- columns；4- guide faces；5- edge surfaces；6- built-in connections；7- breach.
Embodiment
In order that those skilled in the art more fully understand the utility model scheme, below in conjunction with the accompanying drawings and specific implementation
The utility model is described in further detail for mode.
Embodiment 1
Fig. 1-3 are refer to, a kind of inner wall structure that the utility model embodiment 1 is provided, is prefabricated wall body structure, used
In the interior wall as building (such as building).Wall body structure includes two panels wall, i.e. the first wall 1 and the second wall 2, the first wall
The reinforcing bar interlocked between the wall 2 of body 1 and second provided with transverse and longitudinal.Stretch at the two ends of horizontal reinforcing bar from the first wall 1 and the body of the second wall 2
Go out (due to Fig. 1 states poured, therefore the reinforcing bar in figure is not shown), be used for and neighbouring inner wall structure transverse direction
Reinforcing bar colligation is combined.Inner wall structure also includes column 3, and column 3 is folded in both by the first wall 1 and the second wall 2
Between.I.e. the one side of column 3 is fitted with the inner surface of the first wall 1, and relative another side and the inner surface of the second wall 2 are pasted
Close.Horizontal reinforcing bar is also through column.When pouring, concrete fills up the sky formed between the first wall 1 and the second wall 2
Between so that the first wall 1, the second wall 2, column 3 and reinforcing bar formation overall structure.Due to 3 pair of first He of wall 1 of column
The supporting role of second wall 2, can improve the bulk strength of wall.
The quantity of column 3 can flexibly be adjusted according to the first wall 1 and the width of the second wall 2 and the requirement to intensity
It is whole, preferably from two columns, abreast it is arranged between the first wall 1 and the second wall 2, more preferably uses
At least three columns, intensity is higher, in the present embodiment, is abreast arranged in the space between the first wall 1 and the second wall 2
Three columns 3 of cloth, the direction of arrangement is arranged along the width of the first wall 1 and the second wall 2.Two of which
Column is located at the two ends in the space, and a column is located at the middle in space, the so two ends and middle part in inner wall
It has been respectively formed support, intensity height and uniform force.Because the inner wall structure of the utility model embodiment offer is in pouring construction
When need to place vertically, therefore vertical side is referred to as " height " of wall, the side of level is referred to as " width ", the He of the first wall 1
The space length formed between second wall 2 is referred to as " thickness " in the space.
In the casting process of concrete, can because the defect of material in itself, or casting craft defect the reason for produce
Bubble, if these bubbles can not be discharged in time, will remain in concrete surface, a small amount of bubble can influence U.S. of wall
See, substantial amounts of bubble can influence the durability of concrete, and concrete is also required to after pouring so that wall forms overall knot in addition
Structure.In order to solve this problem, further, the lower end of column 3 has flow-guiding structure, for discharging the bubble in concrete
And promoting concrete to be flowed freely in column both sides so that overall structure can be formed at wall bottom.Flow-guiding structure can be
A variety of, for example, the flow-guiding structure can include two guide faces, the bottom difference of two guide face self-bonding posts 3 is oblique
Upwardly extend to be formed, can so discharge bubble from the both sides of column 3, efficiency high is steeped in exhaust and bubbly flow is uniform.
One preferred embodiment in, two guide faces 4 are extended obliquely with fixed slope self-bonding post 3 bottom, and guide face 4
Bottom with sharp mode transition, form broken line type transition wire, i.e., on the whole, two guide faces 4 constitute V-shape knot
Structure, the effect of so exhaust bubble is more preferable.In addition, guide face can also be upwardly extended according to the slope of change in the both sides of column 3
, smooth inclined-plane is formed, the position of two guide faces linkings is also smooth, that is, form U-shaped structure, but water conservancy diversion effect
Be not as good as V-structure.
When using a plurality of column, these columns are together with horizontal reinforcing bar in the first wall 1 and the second wall 2
The structure of similar " H " type is formd, and guide face 4 forms " V " type structure, therefore under this embodiment, this practicality
The inner wall structure that new embodiment is provided is properly termed as " H-V type inner walls structure " or " H-V systems " again.When guide face shape
During into U-shape structure, then it can be described as " H-U type inner walls structure ".Whole wall is just referred to as HUV systems.
After column is placed between the first wall 1 and the second wall 2, concrete material can be in the first wall when being poured
Flow, in a preferred embodiment, the bottom of column and the first wall 1 and second in the space of the wall 2 of body 1 and second
The lower edge of wall 2 remains with a certain distance d, this be in order to ensure castable can from this apart from D-shaped into space at
Circulation is realized in the both sides of column 3, it is ensured that concrete bodies one entirety of formation poured, intensity is higher, it is to avoid column
Barrier is formd in concreting, bubble discharge is hindered, so as to ensure that the effect of closely knit waterproof.For example, in the V of use
In the case of type flow-guiding structure, the bottom of flow-guiding structure is the bottom of column 3, and it is with the first wall 1 and the second wall 2
Lower edge is remained with apart from d.
A wall in first wall 1 and the second wall 2 is protruded to be formed in the horizontal direction relative to another wall
Prominent edge surface 5, is provided with built-in connection 6 on edge surface 5.Built-in connection 6 can be specifically drag hook, for cast-in-place mould
Supporting.
Adjacent wall body structure is after docking, often because docking does not produce crack sternly, in order to prevent finishing layer cracking, the
The edge of one wall 1 and the second wall 2 is equipped with the breach 7 for being docked with other walls, after wall body structure docking,
Mortar is smeared at breach 7 to tamp, crack is prevented, the shape of breach 7 is not limited, and can be specifically L-type (as shown in figure 16).
The inner wall structure of the present embodiment 1 is that two ends can reconnect other wall body structures for middle inner wall.
First wall 1 forms edge surface 5 to both sides are prominent in the horizontal direction relative to the second wall 2, is equipped with edge surface 5 pre-
Bury connector 6.
Embodiment 2
Refer to Fig. 4-6, the inner wall structure of this implementation is the wall body structure for edge, also it is main by the first wall 1,
Second wall 2 and the column 3 being clipped in the middle are constituted, and its difference with embodiment 1 in structure is, one end column 3
Block, the other end has edge surface 5 and provided with built-in connection 6, can be connected again with other wall body structures.
Embodiment 3
Fig. 7-9 are refer to, the inner wall structure of the present embodiment is the wall body structure for T-shaped wall, it is also main by the first wall
Body 1, the second wall 2 and the column 3 being clipped in the middle are constituted, and the difference of itself and embodiment 2 is do not have edge surface, does not also set
Put built-in fitting.
Embodiment 4
Figure 10-12 are refer to, the inner wall structure of the present embodiment is the wall body structure for T-shaped wall, it is also main by first
Wall 1, the second wall 2 and the column 3 being clipped in the middle are constituted, and the difference of itself and embodiment 3 is that wall two ends are all open
, blocked without column.
Embodiment 5
Figure 13-15 are refer to, the inner wall structure of the present embodiment is the wall body structure for turning wall, it is also main by first
Wall 1, the second wall 2 and the column 3 being clipped in the middle are constituted, and the difference of itself and embodiment 2 is, end be it is open, no
Blocked with column.
A kind of inner wall structure provided by the utility model is described in detail above.It is used herein specifically
Individual example is set forth to principle of the present utility model and embodiment, and the explanation of above example is only intended to help and understands this
The core concept of utility model.It should be pointed out that for those skilled in the art, it is new not departing from this practicality
On the premise of type principle, some improvement and modification can also be carried out to the utility model, these are improved and modification also falls into this reality
With in new scope of the claims.
Claims (10)
1. a kind of inner wall structure, it is characterised in that including
First wall, the second wall and column；
The column is folded between the first wall and the second wall.
2. inner wall structure according to claim 1, it is characterised in that the quantity of the column is at least two, respectively
It is in be intervally arranged in parallel to each other between column.
3. inner wall structure according to claim 2, it is characterised in that the quantity of the column is at least three.
4. inner wall structure according to claim 3, it is characterised in that the quantity of the column is three, three knots
It is parallel along the width of the first wall and the second wall in the space that zygostyle is formed between the first wall and the second wall
Arrangement, two of which column is located at the two ends in the space respectively, and a column is located at the centre in the space.
5. inner wall structure according to claim 1, it is characterised in that the lower end of the column has pours for discharge
Build the bubble produced during concrete and wall bottom is linked to be to overall flow-guiding structure.
6. inner wall structure according to claim 5, it is characterised in that the flow-guiding structure is included under two self-bonding posts
End extends the guide face of formation along column obliquely, the bottom linking of two guide faces and with the first wall and the second wall
Lower edge leave distance, so that concrete passes through.
7. inner wall structure according to claim 6, it is characterised in that
Two guide faces are upwardly extended according to fixed slope along column, and the bottom of two guide faces is with sharp side
Formula is connected, so that V-type flow-guiding structure is formed, or
Two guide faces are upwardly extended according to the slope of change along column, and the bottom of two guide faces is with smooth side
Formula is connected, so as to form U-shaped flow-guiding structure.
8. according to any described inner wall structures of claim 1-5, it is characterised in that the bottom of the column and the first wall
The lower edge of body and the second wall leaves distance.
9. according to any described inner wall structures of claim 1-7, it is characterised in that one in the first wall and the second wall
Individual wall is protruded to form edge surface in the horizontal direction relative to another wall, is provided with edge surface for cast-in-place structural
The built-in connection of formwork erection.
10. according to any described inner wall structures of claim 1-7, it is characterised in that first wall and the second wall
Edge be equipped with breach for being docked with other walls.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621155562.4U CN206428864U (en) | 2016-10-31 | 2016-10-31 | A kind of inner wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621155562.4U CN206428864U (en) | 2016-10-31 | 2016-10-31 | A kind of inner wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206428864U true CN206428864U (en) | 2017-08-22 |
Family
ID=59588313
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621155562.4U Active CN206428864U (en) | 2016-10-31 | 2016-10-31 | A kind of inner wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206428864U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320577A (en) * | 2016-10-31 | 2017-01-11 | 朱凤起 | Internal wall structure |
-
2016
- 2016-10-31 CN CN201621155562.4U patent/CN206428864U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320577A (en) * | 2016-10-31 | 2017-01-11 | 朱凤起 | Internal wall structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106012960B (en) | A kind of assembled long piled wharf superstructure system and its construction method | |
| CN208486404U (en) | A kind of concrete shear force wall of steel bar template integrative installation technology | |
| CN108678220A (en) | A kind of concrete shear force wall of steel bar template integrative installation technology | |
| CN106436732A (en) | Reinforcing method and reinforcing structure for replacing strip foundations by raft foundations | |
| CN206428864U (en) | A kind of inner wall structure | |
| CN105780756B (en) | Protecting wall and H-type prestressed-concrete pile for the protecting wall | |
| CN106498977B (en) | Outrigger formula retaining wall structure | |
| CN206428882U (en) | A kind of external wall structure | |
| CN204001705U (en) | Outer wall of basement single surface formwork constructing structure based on earth anchor truss | |
| CN106368347B (en) | Connecting structure of wall and construction method | |
| CN204163113U (en) | A kind of nethike embrane formula ater-casting being applied to basement wall slab | |
| CN106013137A (en) | Prestressed concrete pile and spliced wall adopting pile | |
| CN106320376A (en) | Pipe gallery | |
| CN207032605U (en) | A kind of wide cut hollow superimposed sheet | |
| CN102392417A (en) | Dual-cantilever bearing support structure for large steel pipe and installation method | |
| CN206503260U (en) | A kind of external wall structure | |
| CN206503259U (en) | A kind of inner wall structure | |
| CN206143956U (en) | Wall connection structure | |
| CN206143965U (en) | Interior wall structure | |
| CN111270690B (en) | Slope supporting structure and construction method thereof | |
| CN106368373B (en) | A kind of external wall structure | |
| CN206144011U (en) | Outer wall structure | |
| CN103835414B (en) | Covered with Angles silk screen Mortar Plates Z-shaped-frame foamed concrete bearing wall and the practice | |
| CN209620049U (en) | A kind of pin-connected panel anchor bolt frame girder construction | |
| CN207469553U (en) | A kind of prefabricated arch hollow block and its joist cast-in-situ monoblock type floor construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |