CN104120805A - Construction method and structure for concrete and built walls - Google Patents
Construction method and structure for concrete and built walls Download PDFInfo
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- CN104120805A CN104120805A CN201410361982.7A CN201410361982A CN104120805A CN 104120805 A CN104120805 A CN 104120805A CN 201410361982 A CN201410361982 A CN 201410361982A CN 104120805 A CN104120805 A CN 104120805A
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Abstract
The invention discloses a construction method for concrete and built walls. The method comprises the steps that the concrete wall is cast by the adoption of an aluminum alloy built wall pillar formwork, and one side or two sides of the portion, connected with the built wall, of the concrete wall are provided with rolling grooves; after the concrete wall meets the design strength, the built wall is constructed, and plastering is carried out on the portions of the rolling grooves of the built wall and the concrete wall, so that the thickness of the built wall is consistent with that of the concrete wall. According to the construction method for the concrete and built walls, base plates consistent with the rolling grooves in shape and size are arranged at the bottom of panels of the formwork, the method is convenient, easy and fast to implement, the construction method can greatly reduce the plastering amount and reduce the labor cost and the material cost under the condition that the strength of the walls is ensured, and the construction method is simple in technology, convenient to operate and low in cost and has high practicability.
Description
Technical field
The present invention relates to a kind of concrete build a wall construction method and the structure of body, belong to building work technical field of construction.
Background technology
Current, China is in urbanization fast development process, the demand of highrise building is also improved gradually, during in the prior art to high-rise wall construction, the concrete wall of generally first constructing, then at the construction body of building a wall, after having constructed, two kinds of structure walls plaster unified, this construction method had both been wasted material, had greatly increased again labour cost, and effect is not satisfactory.
Summary of the invention
The object of the invention is: the construction method and the structure that provide a kind of concrete to build a wall body, this construction method, ensureing, under the intensity of body of wall, to greatly reduce the amount of plastering, reduces cost of labor and material cost, to overcome the deficiencies in the prior art.
Technical scheme of the present invention
The build a wall construction method of body of a kind of concrete, adopt Alminum Project wall column formwork to build concrete wall, and forming indent with the one or both sides, concrete wall position of building wall connecting, the construction body of building a wall after concrete wall meets design strength, indent part to build a wall body and concrete wall is plastered, and the thickness of the body that makes to build a wall is consistent with concrete wall.
Aforesaid concrete is built a wall in the construction method of body, and the degree of depth a of this indent is 8～15mm, and width b is 80～150mm.
Aforesaid concrete is built a wall in the construction method of body, is provided with the backing plate consistent with indent shape on the panel of Alminum Project wall column formwork, and backing plate is positioned at panel bottom.
A kind of concrete body structure of building a wall, comprises concrete wall, is being provided with indent with the concrete wall part of building wall connecting, and the body of building a wall is connected with concrete wall, on body and indent, floated coat is set building a wall.
Aforesaid concrete is built a wall in body structure, and the degree of depth a of the indent of telling is 8～15mm, and width b is 80～150mm, and this floated coat thickness is consistent with indent degree of depth a.
Aforesaid concrete is built a wall in body structure, this indent distribute with the one or both sides of concrete wall part of building wall connecting.
Owing to having adopted technique scheme, compared with prior art, the present invention adopts and is forming indent with the one or both sides, concrete wall position of building wall connecting, the construction body of building a wall after concrete wall meets design strength, this build a wall body thickness with have the concrete wall segment thickness of indent consistent, then the indent part of build a wall body and concrete wall is plastered, the thickness of body of making to build a wall is consistent with concrete wall, in the time making indent, adopt in form surfacing bottom the backing plate that appearance and size is consistent with indent is set, convenient and simple quick, this construction method is ensureing under the intensity of body of wall, can greatly reduce the amount of plastering, reduce cost of labor and material cost, construction technology of the present invention is simple, easy to operate, with low cost, there is very strong practicality.
Brief description of the drawings
Accompanying drawing 1 is structural front view of the present invention;
Accompanying drawing 2 is the sectional view of structure of the present invention in the time that concrete wall column only has a side to be provided with indent;
Accompanying drawing 3 is the sectional view of structure of the present invention in the time that concrete wall column both sides side is provided with indent;
Accompanying drawing 4 is aluminum alloy mould plate structural representation in the time that concrete wall column only has a side to be provided with indent;
Accompanying drawing 5 is aluminum alloy mould plate structural representation while being provided with indent in a concrete wall column both sides.
Being labeled as in accompanying drawing: 1-concrete wall, 2-build a wall, and floor, 7-through-wall bolt, 8-operating platform ,-9-adjust strip, 10-thickening backing plate, 11-walking panel, 12-bracing frame, 13-cross bar, 14-connecting rod, 15-adjustment bolt, 16-chamfering, the a-indent degree of depth, b-indent width, c-thickening pad plate thickness, d-thickening backing plate width anyhow for body, 3-indent, 4-floated coat, 5-panel, 6-.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is further described in detail, but not as any limitation of the invention.
The embodiment of the present invention: the build a wall construction method of body of a kind of concrete, adopt Alminum Project wall column formwork to build concrete wall, and forming indent with the one or both sides, concrete wall position of building wall connecting, the construction body of building a wall after concrete wall meets design strength, indent part to build a wall body and concrete wall is plastered, the thickness of body of making to build a wall is consistent with concrete wall, wherein the degree of depth a of this indent is 8～15mm, width b is 80～150mm, on the panel of Alminum Project wall column formwork, be provided with the backing plate consistent with indent shape, backing plate is positioned at panel bottom.
Specific implementation process:
Step 1, concrete wall construction;
Alminum Project wall column formwork is fixed on to concrete wall reinforcing cage both sides, adjust panel verticality by adjusting bolt, complete between panel after spacing and verticality, realize panel to coming by through-wall bolt, operator realizes concrete wall pouring construction on operating platform, after meeting design requirement, band concrete strength dismantles template, form the concrete wall with indent, according to on-site actual situations or owner's requirement, when concrete is built a wall body integral thickness during lower than 100mm, only need be provided with indent in concrete wall one side, in plastering process, indent one side concrete wall column is not set need to plaster with the post of building a wall simultaneously, in the time that the body integral thickness of building a wall when concrete is greater than 100mm, can indent be set simultaneously in concrete wall both sides.
Step 2, the body construction of building a wall;
By the prior art construction body of building a wall, the consistency of thickness of this build a wall body and the concrete wall with indent.
Step 3, plaster;
Build a wall body and indent are plastered, and its thickness of plastering is with thickness and the concrete wall consistency of thickness of the body of building a wall, and the depth of plastering degree of depth that is indent.
According to the constructed a kind of concrete of the said method body structure of building a wall, as shown in attached Fig. 1 and 2, comprise concrete wall 1, be provided with indent 3 in concrete wall 1 part one side being connected with the body 2 of building a wall, the body 2 of building a wall is connected with concrete wall 1, on body 2 and indent 3, floated coat 4 is set building a wall, and the degree of depth a of the indent 3 wherein told is 8～15mm, width b is 80～150mm, and these floated coat 4 thickness are consistent with indent degree of depth a.
According to the constructed a kind of concrete of the said method body structure of building a wall, as shown in accompanying drawing 1 and 3, comprise concrete wall 1, be provided with indent 3 in the concrete wall 1 part both sides that are connected with the body 2 of building a wall, the body 2 of building a wall is connected with concrete wall 1, on body 2 and indent 3, floated coat 4 is set building a wall, and the degree of depth a of the indent 3 wherein told is 8～15mm, width b is 80～150mm, and these floated coat 4 thickness are consistent with indent degree of depth a.
The required a kind of concrete of the above-mentioned construction method column template of building a wall, as shown in Figure 4, comprise the panel 5 that aluminum alloy mould plate is made, at panel 5 back sides, floor 6 is anyhow set, on panel 5, be provided with pulling eye, through-wall bolt 7, through pulling eye is realized to counter plate 5 to drawing, is characterized in that: be provided with operating platform 8 at panel 5 tops, the back side, be provided with at panel 5 back sides and adjust strip 9, panel 5 bottoms are provided with thickening backing plate 10 therein.
Wherein said operating platform 8 is made up of walking panel 11 and bracing frame 12, bracing frame 12 and panel form right angle three-legged structure, wherein bracing frame cross bar 13 vertical with panel 5 fixing, walking panel 11 is arranged on cross bar 13, this operating platform 8 can be realized builder's safety, carrying out fast concrete builds, this adjustment strip 9 forms three-legged structure with panel, two connecting rods 14 of this adjustment strip 9 are connected with panel 5 middle parts, the back side and bottom respectively, be provided with in the junction of two connecting rods 14 and adjust bolt 15, this adjustment strip 9 can easily realize the verticality adjustment of counter plate 5, align with panel 5 bases in described thickening backing plate 10 bases, between thickening backing plate 10 and panel 5, be provided with chamfering 16, by chamfering 16 is set, facilitate the form removal of template, the thickness c of described thickening backing plate 10 is 8～15mm, width d is 80～150mm, this thickening backing plate length is consistent with panel length.
The required a kind of concrete of the above-mentioned construction method column template of building a wall, as shown in Figure 5, comprise the panel 5 that aluminum alloy mould plate is made, at panel 5 back sides, floor 6 is anyhow set, on panel 5, be provided with pulling eye, through-wall bolt 7, through pulling eye is realized to counter plate 5 to drawing, is characterized in that: be provided with operating platform 8 at panel 5 tops, the back side, be provided with at panel 5 back sides and adjust strip 9, two panel 5 bottoms are provided with thickening backing plate 10 therein.
Wherein said operating platform 8 is made up of walking panel 11 and bracing frame 12, bracing frame 12 and panel form right angle three-legged structure, wherein bracing frame cross bar 13 vertical with panel 5 fixing, walking panel 11 is arranged on cross bar 13, this operating platform 8 can be realized builder's safety, carrying out fast concrete builds, this adjustment strip 9 forms three-legged structure with panel, two connecting rods 14 of this adjustment strip 9 are connected with panel 5 middle parts, the back side and bottom respectively, be provided with in the junction of two connecting rods 14 and adjust bolt 15, this adjustment strip 9 can easily realize the verticality adjustment of counter plate 5, align with panel 5 bases in described thickening backing plate 10 bases, between thickening backing plate 10 and panel 5, be provided with chamfering 16, by chamfering 16 is set, facilitate the form removal of template, the thickness c of described thickening backing plate 10 is 8～15mm, width d is 80～150mm, this thickening backing plate length is consistent with panel length.
Claims (6)
1. the concrete construction method of body of building a wall, it is characterized in that: adopt Alminum Project wall column formwork to build concrete wall, and forming indent with the one or both sides, concrete wall position of building wall connecting, the construction body of building a wall after concrete wall meets design strength, indent part to build a wall body and concrete wall is plastered, and the thickness of the body that makes to build a wall is consistent with concrete wall.
2. the concrete according to claim 1 construction method of body of building a wall, is characterized in that: the degree of depth (a) of this indent is 8～15mm, and width (b) is 80～150mm.
3. the concrete according to claim 1 construction method of body of building a wall: be provided with the backing plate consistent with indent shape on the panel of Alminum Project wall column formwork, backing plate is positioned at panel bottom.
4. the concrete body structure of building a wall, comprise concrete wall (1), it is characterized in that: be provided with indent (3) in concrete wall (1) part being connected with the body of building a wall (2), the body of building a wall (2) is connected with concrete wall (1), on the body of building a wall (2) and indent (3), floated coat (4) is set.
5. the concrete according to claim 4 body structure of building a wall, is characterized in that: the degree of depth (a) of the indent (3) of telling is 8～15mm, and width (b) is 80～150mm, and this floated coat (4) thickness is consistent with the indent degree of depth (a).
6. the concrete according to claim 4 body structure of building a wall, is characterized in that: this indent (3) distributes and the concrete wall (1) being connected with the body of building a wall (2) one or both sides partly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410361982.7A CN104120805B (en) | 2014-07-28 | 2014-07-28 | A kind of concrete is built a wall the construction method of body and structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410361982.7A CN104120805B (en) | 2014-07-28 | 2014-07-28 | A kind of concrete is built a wall the construction method of body and structure |
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| Publication Number | Publication Date |
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| CN104120805A true CN104120805A (en) | 2014-10-29 |
| CN104120805B CN104120805B (en) | 2016-06-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410361982.7A Active CN104120805B (en) | 2014-07-28 | 2014-07-28 | A kind of concrete is built a wall the construction method of body and structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105863253A (en) * | 2016-05-25 | 2016-08-17 | 杭州江润科技有限公司 | Integral formwork-supporting type asynchronous casting stairwell wall column formwork supporting system and construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1077767A (en) * | 1992-04-16 | 1993-10-27 | 石成玉 | Brick-free wall structure |
| CN2471864Y (en) * | 2001-03-16 | 2002-01-16 | 刘思尧 | Hollow steel concrete wall |
| CN1948654A (en) * | 2006-11-02 | 2007-04-18 | 邹家祥 | Manufacturing method of heat insulating wall board and construction method of its wall body |
| CN201224933Y (en) * | 2008-05-30 | 2009-04-22 | 天津电力建设公司 | Frame beam preventing water seepage and crack and wall stuffing structure |
| CN102888910A (en) * | 2012-11-04 | 2013-01-23 | 西安建筑科技大学 | High-elongation fiber concrete combined frame filled wall and construction method thereof |
-
2014
- 2014-07-28 CN CN201410361982.7A patent/CN104120805B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1077767A (en) * | 1992-04-16 | 1993-10-27 | 石成玉 | Brick-free wall structure |
| CN2471864Y (en) * | 2001-03-16 | 2002-01-16 | 刘思尧 | Hollow steel concrete wall |
| CN1948654A (en) * | 2006-11-02 | 2007-04-18 | 邹家祥 | Manufacturing method of heat insulating wall board and construction method of its wall body |
| CN201224933Y (en) * | 2008-05-30 | 2009-04-22 | 天津电力建设公司 | Frame beam preventing water seepage and crack and wall stuffing structure |
| CN102888910A (en) * | 2012-11-04 | 2013-01-23 | 西安建筑科技大学 | High-elongation fiber concrete combined frame filled wall and construction method thereof |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105863253A (en) * | 2016-05-25 | 2016-08-17 | 杭州江润科技有限公司 | Integral formwork-supporting type asynchronous casting stairwell wall column formwork supporting system and construction method |
| CN105863253B (en) * | 2016-05-25 | 2018-06-01 | 恒德建设有限公司 | Integral formwork support is asynchronous to pour staircase wall column formwork system and construction method |
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| Publication number | Publication date |
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| CN104120805B (en) | 2016-06-29 |
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Address after: No. 57, Beijing Road, Honghuagang District, Zunyi City, Guizhou Province Patentee after: The Third Construction Co.,Ltd. of China Construction Fourth Engineering Bureau Address before: Beijing road 563003 in Guizhou province Zunyi city Honghuagang District No. 57 Patentee before: THE THIRD CONSTRUCTION & ENGINEERING Co. OF CCFED |
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