CN104110131A - Hollow concrete shuttering of constructional wall column - Google Patents
Hollow concrete shuttering of constructional wall column Download PDFInfo
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- CN104110131A CN104110131A CN201410140153.6A CN201410140153A CN104110131A CN 104110131 A CN104110131 A CN 104110131A CN 201410140153 A CN201410140153 A CN 201410140153A CN 104110131 A CN104110131 A CN 104110131A
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- formwork
- wall
- concrete
- hollow concrete
- shuttering
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Abstract
The invention discloses a hollow concrete shuttering of a constructional wall column. The hollow concrete shuttering comprises a shuttering body enclosed by concrete boards in odd number. The concrete boards are arranged on the same plane, the inclined angles formed by every two adjacent concrete boards are 90 degrees, one side of the shuttering body is provided with an opening, and cavities in the middle of the shuttering body are I-shaped, L-shaped, T-shaped and crux-shaped. The hollow concrete shuttering is simple in structure, convenient to manufacture and conducive to improving construction efficiency.
Description
Technical field
The present invention relates to a kind of wall structure post formwork, required hollow concrete formwork when particularly a kind of fragment of brick and aerated blocks are built a wall.
Background technology
At present domestic construction body of wall is broadly divided into two kinds: a kind of for first building filled wall after framework, in body of wall, reserve constructional column; The second is reserved constructional column while building a wall, no matter be any wall structure post that all be unable to do without.Conventional way is at present, and when building a wall, a reserved irregular gap, fills in the reinforcing steel bar cage tying in gap, with wooden form, two sides or multiaspect are clamped, then placing of concrete in past moulding box, thereby reach body of wall integral body, firmly act on.When this way bricklayer is built a wall, construct loaded down with trivial details, but also need carpenter's molding, not only lost labor but also waste material, also affected the duration, was unfavorable for the development of industry.
Summary of the invention
In order to change traditional form of construction work, the invention provides a kind of wall structure post hollow concrete formwork, to reach, can save the artificial of the material of wooden model and molding form removal, can also guarantee wall surface levelling and sound construction.
For achieving the above object, technical scheme of the present invention is as follows:
A kind of wall structure post hollow concrete formwork, comprise the formwork being enclosed by odd number surface concrete plate, described concrete slab is all positioned at same plane, and the angle between adjacent two sides concrete slab is 90 °, described formwork has an opening, and the cavity shape at described formwork middle part comprises in-line, L shaped, T shape and cross.
Preferably, described formwork laid inside has enhancing net, can increase the intensity of formwork.
Pass through technique scheme, wall structure post hollow concrete formwork provided by the invention is a kind of cement concrete prefabrication of batch production production of machinery, can construct together with body of wall, in the reserved opening of formwork can be wrapped in reinforcing steel bar cage when construction, while building to certain altitude, can be from the reserved opening placing of concrete on top, fill up the cavity at formwork middle part, at the different position of body of wall, T shape and criss-cross formwork can coordinate with the formwork of yi word pattern stack mutually to use, easy construction, flexible for installation, can be cost-saving, improve work efficiency, the structure of body of wall is had to practicality widely.
Accompanying drawing explanation
In order to be illustrated more clearly in the embodiment of the present invention or technical scheme of the prior art, will the accompanying drawing of required use in embodiment or description of the Prior Art be briefly described below.
Fig. 1 is the disclosed in-line formwork of the embodiment of the present invention one schematic diagram;
Fig. 2 is the disclosed L shaped formwork schematic diagram of the embodiment of the present invention two;
Fig. 3 is the disclosed T shape of the embodiment of the present invention three formwork schematic diagram;
Fig. 4 is the disclosed cross formwork of the embodiment of the present invention four schematic diagram;
Fig. 5 is that in-line formwork is at use state one deck plan view at shape body of wall place, termination;
Fig. 6 is that in-line formwork is at the use state first floor plan at shape body of wall place, termination;
Fig. 7 is that L shaped formwork is at use state one deck plan view at corner shape body of wall place;
Fig. 8 is that L shaped formwork is at the use state first floor plan at corner shape body of wall place;
Fig. 9 is that T shape formwork is at use state one deck plan view at threeway shape body of wall place;
Figure 10 is that in-line formwork is at the use state first floor plan at threeway shape body of wall place;
Figure 11 is that cross formwork is at use state one deck plan view at four-way shape body of wall place;
Figure 12 is that in-line formwork is at the use state first floor plan at four-way shape body of wall place.
The specific embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is clearly and completely described.
The invention provides a kind of wall structure post hollow concrete formwork, structure as shown in Figures 1 to 4, this formwork is made simple, easy construction, flexible for installation, can be effectively cost-saving, improve work efficiency.
Wall structure post hollow concrete formwork as shown in Figures 1 to 4, comprise the formwork being enclosed by odd number surface concrete plate, concrete slab is all positioned at same plane, and the angle between adjacent two sides concrete slab is 90 °, described formwork has an opening, and the cavity shape at formwork middle part comprises in-line 1, L shaped 2, T shape 3 and cross 4.With reference to figure 5 to 12, in the cavity at formwork middle part, be penetrated with steel bar column 5, on steel bar column 5, be enclosed with stirrup 6.In figure, 7 represent one deck fragment of brick body of wall, and 8 represent two layers of fragment of brick body of wall.
Embodiment mono-:
As shown in Figure 5 and Figure 6, at shape body of wall place, termination, in-line formwork has two kinds, a kind of microscler for adding, and a kind of is canonical form, when termination shape body of wall is built a wall with add microscler and two kinds of formworks of canonical form alternately stack use.
Embodiment bis-:
As shown in Figure 7 and Figure 8, at corner shape body of wall place, opening alternately superposes and assembles towards two different L shaped formworks 2, and the concrete size of L shaped formwork 2 requires to select flexibly according to different bodies of wall.
Embodiment tri-:
As shown in Figure 9 and Figure 10, at threeway shape body of wall place, T shape formwork 3 and in-line standard formwork 1 alternately stack are used, and the opening of T shape formwork 3 is towards another wall direction.
Embodiment tetra-:
As shown in Figure 11 and Figure 12, at four-way shape body of wall place, cross formwork 4 and in-line standard formwork 1 alternately stack used, and the opening of cross formwork 4 is towards a body of wall wherein.
In addition, in-line formwork 1 of the present invention can also be used in body of wall middle part, as long as suitably increase formwork length.The height of formwork, width, length all can require to support the use according to various wall sizes.
In-line formwork not only can support the use with constructional column body of wall, can also use as the formwork of transverse structure beam, and described transverse structure beam form shell opener makes progress, upper brim is clamping fixed with U-shaped.
Wall structure post hollow concrete formwork provided by the invention is a kind of cement concrete prefabrication of batch production production of machinery, in order to gain in strength, can in prefabrication, additionally arrange and strengthen net 9, for weight reduction, can can add the light building materials such as haydite at prefabrication, also available foaming cement concrete, and this formwork material is identical with materials for wall quality, so there will not be the common quality problems such as crack that the difference because of water absorption rate causes, shelling, hollowing when wall plaster.
Pass through technique scheme, wall structure post hollow concrete formwork provided by the invention is a kind of cement concrete prefabrication of batch production production of machinery, can construct together with body of wall, in the reserved opening of formwork can be wrapped in reinforcing steel bar cage when construction, while building to certain altitude, can be from the reserved opening placing of concrete 10 on top, fill up the cavity at formwork middle part, at the different position of body of wall, T shape and criss-cross formwork can coordinate with the formwork of yi word pattern stack mutually to use, easy construction, flexible for installation, can be cost-saving, improve work efficiency, the structure of body of wall is had to practicality widely.
Above-mentioned explanation to the disclosed embodiments, makes professional and technical personnel in the field can realize or use the present invention.To the multiple modification of these embodiment, will be apparent for those skilled in the art, General Principle as defined herein can, in the situation that not departing from the spirit or scope of the present invention, realize in other embodiments.Therefore, the present invention will can not be restricted to these embodiment shown in this article, but will meet the widest scope consistent with principle disclosed herein and features of novelty.
Claims (2)
1. a wall structure post hollow concrete formwork, it is characterized in that, comprise the formwork that is enclosed shaping by odd number surface concrete plate, described concrete slab is all positioned at same plane, and the angle between adjacent two sides concrete slab is 90 °, described formwork has an opening, and the cavity shape at described formwork middle part comprises in-line, L shaped, T shape and cross.
2. a kind of wall structure post hollow concrete formwork according to claim 1, is characterized in that, described formwork laid inside has enhancing net.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410140153.6A CN104110131B (en) | 2014-04-09 | 2014-04-09 | A kind of wall structure post hollow concrete formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410140153.6A CN104110131B (en) | 2014-04-09 | 2014-04-09 | A kind of wall structure post hollow concrete formwork |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104110131A true CN104110131A (en) | 2014-10-22 |
| CN104110131B CN104110131B (en) | 2017-12-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201410140153.6A Active CN104110131B (en) | 2014-04-09 | 2014-04-09 | A kind of wall structure post hollow concrete formwork |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104647565A (en) * | 2015-02-12 | 2015-05-27 | 苏州千瑞机电科技有限公司 | Extrusion opening type concrete mold shell production machine and use method thereof |
| CN105040864A (en) * | 2015-06-30 | 2015-11-11 | 中国二十冶集团有限公司 | Formwork supporting method for constructional column in limited space |
| CN109797965A (en) * | 2018-12-27 | 2019-05-24 | 广西宏发重工机械有限公司 | Constructional column formwork and preparation method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2317192A (en) * | 1996-09-04 | 1998-03-18 | Dinsdale Lawrence | Permanent formwork |
| US20010003234A1 (en) * | 1997-06-30 | 2001-06-14 | Van Doren David A. | Cast-in-place hybrid building system |
| CN202440761U (en) * | 2012-02-20 | 2012-09-19 | 中铁十三局集团第四工程有限公司 | Combined type template used for high pier construction |
| CN203783135U (en) * | 2014-04-09 | 2014-08-20 | 苏州亿都建材科技有限公司 | Hollow die shell for concrete constructional column of wall |
-
2014
- 2014-04-09 CN CN201410140153.6A patent/CN104110131B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2317192A (en) * | 1996-09-04 | 1998-03-18 | Dinsdale Lawrence | Permanent formwork |
| US20010003234A1 (en) * | 1997-06-30 | 2001-06-14 | Van Doren David A. | Cast-in-place hybrid building system |
| CN202440761U (en) * | 2012-02-20 | 2012-09-19 | 中铁十三局集团第四工程有限公司 | Combined type template used for high pier construction |
| CN203783135U (en) * | 2014-04-09 | 2014-08-20 | 苏州亿都建材科技有限公司 | Hollow die shell for concrete constructional column of wall |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104647565A (en) * | 2015-02-12 | 2015-05-27 | 苏州千瑞机电科技有限公司 | Extrusion opening type concrete mold shell production machine and use method thereof |
| CN105040864A (en) * | 2015-06-30 | 2015-11-11 | 中国二十冶集团有限公司 | Formwork supporting method for constructional column in limited space |
| CN109797965A (en) * | 2018-12-27 | 2019-05-24 | 广西宏发重工机械有限公司 | Constructional column formwork and preparation method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104110131B (en) | 2017-12-08 |
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