CN106320577A - Internal wall structure - Google Patents

Internal wall structure Download PDF

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Publication number
CN106320577A
CN106320577A CN201610930686.3A CN201610930686A CN106320577A CN 106320577 A CN106320577 A CN 106320577A CN 201610930686 A CN201610930686 A CN 201610930686A CN 106320577 A CN106320577 A CN 106320577A
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CN
China
Prior art keywords
column
guiding
guide faces
edge
flow
Prior art date
Application number
CN201610930686.3A
Other languages
Chinese (zh)
Inventor
朱凤起
Original Assignee
朱凤起
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 朱凤起 filed Critical 朱凤起
Priority to CN201610930686.3A priority Critical patent/CN106320577A/en
Publication of CN106320577A publication Critical patent/CN106320577A/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms

Abstract

The invention discloses an internal wall structure. The internal wall structure comprises a first wall, a second wall and a combination column, wherein the combination column is clamped between the first wall and the second wall. With the adoption of the internal wall structure, the overall strength of an internal wall can be effectively improved, and anchoring and structure integrity of reinforcing steel bars in a connection area can be improved.

Description

A kind of inner wall structure
Technical field
The present invention relates to building engineering field, particularly a kind of inner wall structure.
Background technology
The inner wall structure of existing architecture indoor includes the spaced body of wall of two panels, is placed with horizontal stroke between two panels body of wall Vertical staggered multiple tracks reinforcing bar, then becomes complete prefabricated inner wall structure with concreting.But, existing this prefabricated interior Wall body structure has following defects that
1, the intensity of wall body structure is poor;
2, the problem of the problem or construction technology owing to pouring material itself, concrete easily produces in casting process Bubble, is difficult to be discharged, and can form many pits, affect prefabricated inner wall end product quality after having poured.
Summary of the invention
It is an object of the invention to provide the inner wall structure that a kind of intensity is high.
To achieve these goals, a kind of inner wall structure that the present invention provides, including
First body of wall, the second body of wall and column;
Described column is folded between the first body of wall and the second body of wall.
Alternatively and preferably, the quantity of described column is at least two, between each column in parallel to each other in Every arrangement.
Alternatively and preferably, the quantity of described column is at least three.
Alternatively and preferably, the quantity of described column is three, and three columns are at the first body of wall and the second body of wall Between distinguish position along the width parallel arrangement of the first body of wall and the second body of wall, two of which column in the space that formed In the two ends in described space, a column is positioned at the centre in described space.
Alternatively and preferably, the lower end of described column produces when having for discharging casting concrete bubble and will Body of wall bottom is linked to be the flow-guiding structure of entirety.
Alternatively and preferably, described flow-guiding structure includes that two extend shape obliquely from column lower end along column The guide face become, the bottom linking of two guide faces and the lower limb with the first body of wall and the second body of wall leave distance, for mixed Solidifying soil passes through.
Alternatively and preferably,
Two described guide faces upwardly extend along column according to fixing slope, and the bottom of two guide faces is with sharply Mode be connected, thus form V-type flow-guiding structure, or
Two described guide faces upwardly extend along column according to the slope of change, and the bottom of two guide faces is with smooth Mode be connected, thus form U-shaped flow-guiding structure.
Alternatively and preferably, the lower limb of the bottom of described column and the first body of wall and the second body of wall all leave away from From.
Alternatively and preferably, a body of wall in the first body of wall and the second body of wall is relative to another body of wall in the horizontal direction Upper prominent to form edge surface, edge surface is provided with the built-in connection of the formwork erection for cast-in-place structural.
Alternatively and preferably, the edge of described first body of wall and the second body of wall is equipped with for docking with other bodies of wall Breach.
A kind of inner wall structure that the present invention provides, including the first body of wall, the second body of wall and column;Described column quilt It is folded between the first body of wall and the second body of wall.After pouring, column, the first body of wall, the second body of wall and reinforcing bar are bonded to Together, column provides to the first body of wall and the second body of wall and support, and improves the bulk strength of inner wall structure, and this knot Structure is no longer necessary to the grouting structures such as grout sleeve, reduces cost, and it is convenient to construct.
Accompanying drawing explanation
The schematic front view of a kind of inner wall structure that Fig. 1 is provided by the embodiment of the present invention 1;
The schematic top plan view of a kind of inner wall structure that Fig. 2 is provided by the embodiment of the present invention 1;
The schematic side view of a kind of inner wall structure that Fig. 3 is provided by the embodiment of the present invention 1;
The schematic front view of a kind of inner wall structure that Fig. 4 is provided by the embodiment of the present invention 2;
The schematic top plan view of a kind of inner wall structure that Fig. 5 is provided by the embodiment of the present invention 2;
The schematic side view of a kind of inner wall structure that Fig. 6 is provided by the embodiment of the present invention 2;
The schematic front view of a kind of inner wall structure that Fig. 7 is provided by the embodiment of the present invention 3;
The schematic top plan view of a kind of inner wall structure that Fig. 8 is provided by the embodiment of the present invention 3;
The schematic side view of a kind of inner wall structure that Fig. 9 is provided by the embodiment of the present invention 3;
The schematic front view of a kind of inner wall structure that Figure 10 is provided by the embodiment of the present invention 4;
The schematic top plan view of a kind of inner wall structure that Figure 11 is provided by the embodiment of the present invention 4;
The schematic side view of a kind of inner wall structure that Figure 12 is provided by the embodiment of the present invention 4;
The schematic front view of a kind of inner wall structure that Figure 13 is provided by the embodiment of the present invention 5;
The schematic top plan view of a kind of inner wall structure that Figure 14 is provided by the embodiment of the present invention 5;
The schematic side view of a kind of inner wall structure that Figure 15 is provided by the embodiment of the present invention 5;
The schematic diagram of a kind of inner wall structural edge breach that Figure 16 is provided by various embodiments of the present invention.
In figure:
1-the first body of wall;2-the second body of wall;3-column;4-guide face;5-edge surface;6-built-in connection;7-breach.
Detailed description of the invention
In order to make those skilled in the art be more fully understood that the present invention program, below in conjunction with the accompanying drawings and detailed description of the invention The present invention is described in further detail.
Embodiment 1
Refer to Fig. 1-3, a kind of inner wall structure that the embodiment of the present invention 1 provides, for prefabricated wall body structure, it is used for making Interior wall for building (such as building).Wall body structure includes two panels body of wall, the i.e. first body of wall 1 and the second body of wall 2, the first body of wall 1 With second be provided with the reinforcing bar that transverse and longitudinal is staggered between body of wall 2.Horizontal reinforcing bar stretches out from the two ends of the first body of wall 1 and the second wall 2 body (state poured due to Fig. 1 position, therefore the reinforcing bar in figure is the most not shown), is used for and the horizontal steel of neighbouring inner wall structure Muscle colligation combines.Inner wall structure also includes column 3, column 3 by the first body of wall 1 and the second body of wall 2 be folded in both it Between.The i.e. one side of column 3 is fitted with the inner surface of the first body of wall 1, the inner surface patch of relative another side and the second body of wall 2 Close.Horizontal reinforcing bar is also through column.When pouring, concrete fills up the sky formed between the first body of wall 1 and the second body of wall 2 Between so that first body of wall the 1, second body of wall 2, column 3 and reinforcing bar form overall structure.Owing to column 3 is to the first body of wall 1 He The supporting role of the second body of wall 2, can improve the bulk strength of body of wall.
The quantity of column 3 can be adjusted flexibly according to the first body of wall 1 and the width of the second body of wall 2 and the requirement to intensity Whole, preferably select two columns, be arranged in abreast between the first body of wall 1 and the second body of wall 2, more preferably use Article at least three, column, intensity is higher, in the present embodiment, arranges abreast in the space between the first body of wall 1 and the second body of wall 2 Three columns 3 of cloth, the direction of arrangement is to arrange along the width of the first body of wall 1 and the second body of wall 2.Two of which Column is positioned at the two ends in described space, and a column is positioned at the middle in space, so at two ends and the middle part of inner wall Support, intensity height and uniform force are respectively formed it.The inner wall structure provided due to the embodiment of the present invention when pouring construction is Needing vertically placement, be therefore referred to as on vertical limit " high " of body of wall, the limit of level is referred to as " wide ", the first body of wall 1 and second The space length formed between body of wall 2 is referred to as " thick " in this space.
In the casting process of concrete, meeting is because of the defect of material itself, or the reason of the defect of casting craft produces Bubble, if these bubbles can not be discharged in time, will remain in concrete surface, and a small amount of bubble can affect U.S. of body of wall Seeing, substantial amounts of bubble can affect the durability of concrete, and concrete is also required to after pouring make body of wall form 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 that concrete flows freely in column both sides so that overall structure can be formed at body of wall bottom.Flow-guiding structure can be Multiple, such as, described flow-guiding structure can include two guide faces, and these two guide faces are from the bottom of column 3 the most tiltedly Upwardly extending formation, so can discharge from the both sides of column 3 by bubble, row's bubble efficiency is high and bubbly flow is uniform.? One preferred embodiment in, two guide faces 4 extend from column 3 bottom obliquely with fixing slope, and guide face 4 Bottom transition in the way of sharp-pointed, form broken line type transition wire, the most on the whole, two guide faces 4 constitute V-shape knot Structure, the effect of such aerofluxus bubble is more preferable.Additionally, guide face can also upwardly extend in column 3 both sides according to the slope of change , forming smooth inclined-plane, the position of two guide face linkings is also smooth, i.e. formation U-shaped structure, but water conservancy diversion effect Be not as good as V-structure.
When use a plurality of column time, these columns together with horizontal reinforcing bar in the first body of wall 1 and the second body of wall 2 Define the structure of similar " H " type, and guide face 4 defines " V " type structure, the most under this embodiment, the present invention The inner wall structure that embodiment provides is properly termed as again " H-V type inner wall structure " or " H-V system ".When guide face defines During U-shape structure, then can be described as " H-U type inner wall structure ".Whole body of wall is just referred to as HUV system.
After being placed on by column between the first body of wall 1 and the second body of wall 2, when pouring, concrete material can be at the first wall Flow in the space of body 1 and the second body of wall 2, in a preferred embodiment, the bottom of column and the first body of wall 1 and second The lower limb of body of wall 2 all remains with a certain distance d, and this is to ensure that castable can be at the space that this distance D-shaped becomes Circulation is realized, it is ensured that the concrete bodies poured forms an entirety, and intensity is higher, it is to avoid column in the both sides of column 3 Define obstruct when concreting, hinder bubble to discharge, thus ensure that closely knit waterproof effect.Such as, at the V used 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 body of wall 1 with the second body of wall 2 Lower limb all remains with distance d.
A body of wall in first body of wall 1 and the second body of wall 2 is prominent to be formed in the horizontal direction relative to another body of 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 the most sternly produces crack, in order to prevent fitting up layer cracking, the The edge of one body of wall 1 and the second body of wall 2 is equipped with the breach 7 for docking with other bodies of wall, after wall body structure docks, Smearing mortar at breach 7 to tamp, prevent crack from occurring, the shape of breach 7 does not limits, and can be specifically L-type (as shown in figure 16).
The inner wall structure of the present embodiment 1 is that two ends all can reconnect other wall body structures for middle inner wall. First body of wall 1 is prominent to both sides in the horizontal direction relative to the second body of wall 2 forms edge surface 5, is equipped with pre-on edge surface 5 Bury connector 6.
Embodiment 2
Refer to Fig. 4-6, the inner wall structure of this enforcement is the wall body structure for edge, also mainly by the first body of wall 1, Second body of wall 2 and the column 3 being clipped in the middle are constituted, its structurally difference with embodiment 1 be, one end column 3 Blocking, the other end has edge surface 5 and is provided with built-in connection 6, can be connected with other wall body structures again.
Embodiment 3
Refer to Fig. 7-9, the inner wall structure of the present embodiment is the wall body structure for T-shaped wall, also main by the first wall Body the 1, second body of wall 2 and the column 3 being clipped in the middle are constituted, and it is not have edge surface with the difference of embodiment 2, does not sets Put built-in fitting.
Embodiment 4
Refer to Figure 10-12, the inner wall structure of the present embodiment is the wall body structure for T-shaped wall, also main by first Body of wall the 1, second body of wall 2 and the column 3 being clipped in the middle are constituted, with the difference of embodiment 3, it is that body of wall two ends are all uncovered , block without column.
Embodiment 5
Refer to Figure 13-15, the inner wall structure of the present embodiment is the wall body structure for turning wall, also main by first Body of wall the 1, second body of wall 2 and the column 3 being clipped in the middle are constituted, and it is with the difference of embodiment 2, and end is uncovered, no Block with column.
Above a kind of inner wall structure provided by the present invention is described in detail.Specific case used herein Principle and embodiment to the present invention are set forth, and the explanation of above example is only intended to help to understand the core of the present invention Thought is thought.It should be pointed out that, for those skilled in the art, under the premise without departing from the principles of the invention, The present invention can also be carried out some improvement and modification, these improve and modify the protection domain also falling into the claims in the present invention In.

Claims (10)

1. an inner wall structure, it is characterised in that include
First body of wall, the second body of wall and column;
Described column is folded between the first body of wall and the second body of wall.
Inner wall structure the most according to claim 1, it is characterised in that the quantity of described column is at least two, respectively In parallel to each other in being intervally arranged between column.
Inner wall structure the most according to claim 2, it is characterised in that the quantity of described column is at least three.
Inner wall structure the most according to claim 3, it is characterised in that the quantity of described column is three, three knots In the space that zygostyle is formed between the first body of wall and the second body of wall parallel along the width of the first body of wall and the second body of wall Arrangement, two of which column lays respectively at the two ends in described space, and a column is positioned at the centre in described space.
Inner wall structure the most according to claim 1, it is characterised in that the lower end of described column has waters for discharge The bubble produced when building concrete and the flow-guiding structure that body of wall bottom is linked to be entirety.
Inner wall structure the most according to claim 5, it is characterised in that described flow-guiding structure includes two under column End extends the guide face of formation obliquely along column, the bottom linking of two guide faces and with the first body of wall and the second body of wall Lower limb leave distance, pass through for concrete.
Inner wall structure the most according to claim 6, it is characterised in that
Two described guide faces upwardly extend along column according to fixing slope, and the bottom of two guide faces is with sharp-pointed side Formula is connected, thus forms V-type flow-guiding structure, or
Two described guide faces upwardly extend along column according to the slope of change, and the bottom of two guide faces is with smooth side Formula is connected, thus forms U-shaped flow-guiding structure.
8. according to the arbitrary described inner wall structure of claim 1-5, it is characterised in that the bottom of described column and the first wall The lower limb of body and the second body of wall all leaves distance.
9. according to the arbitrary described inner wall structure of claim 1-7, it is characterised in that in the first body of wall and the second body of wall Individual body of wall is prominent to form edge surface in the horizontal direction relative to another body of wall, is provided with for cast-in-place structural on edge surface The built-in connection of formwork erection.
10. according to the arbitrary described inner wall structure of claim 1-7, it is characterised in that described first body of wall and the second body of wall Edge be equipped with the breach for docking with other bodies of wall.
CN201610930686.3A 2016-10-31 2016-10-31 Internal wall structure CN106320577A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610930686.3A CN106320577A (en) 2016-10-31 2016-10-31 Internal wall structure

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Application Number Priority Date Filing Date Title
CN201610930686.3A CN106320577A (en) 2016-10-31 2016-10-31 Internal wall structure

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Publication Number Publication Date
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CN201610930686.3A CN106320577A (en) 2016-10-31 2016-10-31 Internal wall structure

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Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2523286A1 (en) * 1975-05-26 1976-12-23 Alexander Legkow Double skinned formwork providing wall panel element - is fitted with smooth outer face panels anchored together leaving spaces for formwork
CN200949295Y (en) * 2006-09-26 2007-09-19 陈永强 Ceiling interface anti-cracking structure
GB2420352B (en) * 2004-11-17 2010-05-26 Formworks Method of constructing foundation substructure and a building
CN102251608A (en) * 2011-05-30 2011-11-23 陈功明 Wall structure of SMC (Sheet Molding Compound) composite material
CN102433958A (en) * 2011-12-12 2012-05-02 中冶建工集团有限公司 Prefabricated wall board construction member
CN104047397A (en) * 2014-06-05 2014-09-17 成都上筑建材有限公司 Novel crack-preventing wall board
CN104674989A (en) * 2015-03-02 2015-06-03 北京工业大学 Light steel engaged composite insulation lightweight wall assembly type combined shear wall and fabrication method
CN104775552A (en) * 2015-04-14 2015-07-15 安东 Structural wall and construction method thereof
CN205077718U (en) * 2015-09-29 2016-03-09 北京宏宇地科贸有限公司 Prefabricated wallboard of H type
CN205502369U (en) * 2016-01-28 2016-08-24 天津中怡建筑规划设计有限公司 Take aluminium foil air interlayer's precast concrete with filling heat preservation wallboard
CN106043971A (en) * 2016-07-25 2016-10-26 中车齐齐哈尔车辆有限公司 Bulk cement tank container and fluidized bed thereof
CN206428864U (en) * 2016-10-31 2017-08-22 朱凤起 A kind of inner wall structure

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2523286A1 (en) * 1975-05-26 1976-12-23 Alexander Legkow Double skinned formwork providing wall panel element - is fitted with smooth outer face panels anchored together leaving spaces for formwork
GB2420352B (en) * 2004-11-17 2010-05-26 Formworks Method of constructing foundation substructure and a building
CN200949295Y (en) * 2006-09-26 2007-09-19 陈永强 Ceiling interface anti-cracking structure
CN102251608A (en) * 2011-05-30 2011-11-23 陈功明 Wall structure of SMC (Sheet Molding Compound) composite material
CN102433958A (en) * 2011-12-12 2012-05-02 中冶建工集团有限公司 Prefabricated wall board construction member
CN104047397A (en) * 2014-06-05 2014-09-17 成都上筑建材有限公司 Novel crack-preventing wall board
CN104674989A (en) * 2015-03-02 2015-06-03 北京工业大学 Light steel engaged composite insulation lightweight wall assembly type combined shear wall and fabrication method
CN104775552A (en) * 2015-04-14 2015-07-15 安东 Structural wall and construction method thereof
CN205077718U (en) * 2015-09-29 2016-03-09 北京宏宇地科贸有限公司 Prefabricated wallboard of H type
CN205502369U (en) * 2016-01-28 2016-08-24 天津中怡建筑规划设计有限公司 Take aluminium foil air interlayer's precast concrete with filling heat preservation wallboard
CN106043971A (en) * 2016-07-25 2016-10-26 中车齐齐哈尔车辆有限公司 Bulk cement tank container and fluidized bed thereof
CN206428864U (en) * 2016-10-31 2017-08-22 朱凤起 A kind of inner wall structure

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