CN106894501A - A kind of construction masonry structure one-shot forming system - Google Patents
A kind of construction masonry structure one-shot forming system Download PDFInfo
- Publication number
- CN106894501A CN106894501A CN201710148727.8A CN201710148727A CN106894501A CN 106894501 A CN106894501 A CN 106894501A CN 201710148727 A CN201710148727 A CN 201710148727A CN 106894501 A CN106894501 A CN 106894501A
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- CN
- China
- Prior art keywords
- prefabricated section
- edge
- wing
- construction
- constructional column
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention provides a kind of construction masonry structure one-shot forming system, it is main to be made up of prefabricated section, described prefabricated section is formed by two sections of prefabricated section of docking, described prefabricated section is in I-shaped, the edge of a wing length at prefabricated section of two ends is inconsistent, when setting up, dock to form grouting chamber in two sections prefabricated section of the edge of a wing long, short limb edge is outwardly, less grouting chamber is formed between short limb edge and masonry wall, prefabricated section of web edge is provided with notch, the edge of a wing as constructional column exterior sheathing, without removing, the edge of a wing exceeds depth of plastering of the masonry wall part as constructional column, prefabricated section is formed by concrete prefabricated.The beneficial effects of the invention are as follows：Optimization whole construction process, makes building by laying bricks or stones while carry out, accelerating construction progress for the formwork of constructional column and masonry, without form removal and is plastered after the completion of constructional column is poured, it is ensured that the construction quality and molding effect of constructional column, also economic and environment-friendly while raising efficiency of construction.
Description
Technical field
Completed the present invention relates to constructional column in construction masonry wall and the wall one-off construction installed at steel pipe buried in advance
Technology, concretely relate to a kind of construction masonry structure one-shot forming system.
Background technology
To improve the bearing capacity and stability of masonry structure, structural seismic requirement is met, it is necessary to the regulation in wall
Position sets cast-in-place concrete constructional column.The construction technology of constructional column is complex cumbersome, generally needs first to complete to tie up before pouring
Wire-tie cage, the operation such as build a wall, then in constructional column position formwork, pour, last form removal, the time required to whole work progress
Long, construction process requirement is high, complex operation, operation are various.
Need set aside pre-embedded that the pipelines such as water power used are installed in other construction masonry wall, do pre-buried in masonry wall
Construction is inconvenient, when particularly masonry wall is relatively thin, or even also needs to later stage fluting, can also cause structural to wall after fluting
Damage, also want split groove location to be repaired, it is time-consuming.
The content of the invention
In view of the shortcomings of the prior art, it is secondary it is an object of the invention to constructional column in changing existing masonry wall
Pour, the techniques such as steel pipe buried in advance trouble or fluting are installed, there is provided a kind of conveniently masonry structure one-shot forming system, make
Building workman by laying bricks or stones easily can disposably build wall by laying bricks or stones in place, the pre-buried convenience of installer, and carpenter is without formwork, global optimization again
Construction technology, efficiency of construction is greatly improved, and uses prefabricated components, is not only ensured construction quality, is also reduced construction cost,
Improve efficiency of construction.
To achieve the above object, the present invention is adopted the following technical scheme that：A kind of construction masonry structure one-shot forming system
System, is mainly made up of prefabricated section, and described prefabricated section is formed by two sections of prefabricated section of docking, described prefabricated section be in it is I-shaped, in advance
The edge of a wing length at section two ends processed is inconsistent, when setting up, two sections prefabricated section of the edge of a wing long dock to be formed grouting chamber, short limb edge outwardly,
Less grouting chamber is formed between short limb edge and masonry wall, prefabricated section of web edge is provided with notch.
Preferably, described prefabricated section length is identical with the width of constructional column relevant position, and the width of prefabricated section is slightly larger than
The thickness of masonry wall, the height of prefabricated section is identical with a raft mouth of horse tooth trough on constructional column.
Preferably, described edge of a wing thickness is about 30mm, and after prefabricated section is set up, the edge of a wing exceeds masonry wall metope 8mm, the edge of a wing
Used as the exterior sheathing of constructional column, without removing, the edge of a wing exceeds depth of plastering of the masonry wall part as constructional column.
Preferably, prefabricated section of described each surfacing, is easy to the accurate connection between prefabricated section, and prefabricated section in level side
Set up to form prefabricated section to alignment, prefabricated section longitudinal direction alignment stack, it is necessary to prefabricated joint number amount according to the wall of masonry wall
Height determines.
Preferably, the position that tension rib is distributed on the position correspondence constructional column of described notch.
Preferably, described prefabricated section is formed by concrete prefabricated.
The beneficial effects of the invention are as follows：A kind of construction masonry structure one-shot forming system, not only optimizes integral construction
Technique, makes the formwork of constructional column and building by laying bricks or stones while carrying out, carrying out constructional column by having set up after a prefabricated section of section pours for masonry
Build, accelerate construction speed, also without form removal and plastered after the completion of constructional column is poured, it is to avoid masonry structure is destroyed during formwork,
And unnecessary working procedure is saved, shorten the construction period, it is ensured that the construction quality and molding effect of constructional column, prefabricated nodule
Structure is simple, set up convenience, improves also economic and environment-friendly while efficiency of construction.
Brief description of the drawings
With reference to specification drawings and specific embodiments, the invention will be further described.
Fig. 1 is a kind of structural representation of construction masonry structure one-shot forming system.
Fig. 2 is a kind of floor map of construction masonry structure one-shot forming system.
Fig. 3 is a kind of prefabricated section structural representation of construction masonry structure one-shot forming system.
In accompanying drawing：1st, prefabricated section, 2, prefabricated section, 21, the edge of a wing, 211, the edge of a wing long, 212, short limb edge, 22, web, 221, groove
Mouthful, 23, grouting chamber, 3, constructional column, 31, horse tooth trough, 32, tension rib, 4, masonry wall.
Specific embodiment
As shown in Figure 1, Figure 2 and Figure 3, a kind of construction masonry structure one-shot forming system that the present invention is provided, mainly
It is made up of prefabricated section 1,1 length of prefabricated section is identical with the width of the relevant position of constructional column 3, the width of prefabricated section 1 is slightly larger than masonry
The thickness of wall 4, the height of prefabricated section 1 is identical with a raft mouth of horse tooth trough 31 on constructional column 3.Described prefabricated section 1 is by two sections
Prefabricated section 2 docking is formed, and prefabricated section 2 is in I-shaped, and the prefabricated section of length of the edge of a wing at 2 two ends 21 is inconsistent, and the thickness of the edge of a wing 21 is
30mm, when setting up, the docking of two sections prefabricated section 2 of the edge of a wing long 211 forms grouting chamber 23, short limb edge 212 outwardly, with masonry wall 4 it
Between also form less grouting chamber 23, the globality between prefabricated section 2 and masonry wall 4 can be strengthened after concreting.Prefabricated section 2
The edge of web 22 be provided with totally four notches 221, the position of the distribution of tension rib 32 on the position correspondence constructional column 3 of notch 221.Institute
After prefabricated section 2 for stating is set up, the edge of a wing 21 exceed the metope 8mm of masonry wall 4, the edge of a wing 21 as constructional column 3 exterior sheathing, without tearing open
Remove, the edge of a wing 21 beyond the part of masonry wall 4 as constructional column 3 depth of plastering, prefabricated section of 2 each surfacings, be easy to prefabricated section 2 it
Between accurate connection, prefabricated section 2 it is horizontally aligned set up to be formed it is prefabricated section 1, it is prefabricated section 1 longitudinal direction alignment stack,
The quantity of prefabricated section 1 for needing is formed according to the wall determination high of masonry wall 4, prefabricated section 1 by concrete prefabricated.
Above-described embodiment is served only for being further described the present invention, it is impossible to be interpreted as to specific descriptions of the invention
Limiting the scope of the present invention, it is non-that the technician of this area makes some according to the content of foregoing invention to the present invention
The modifications and adaptations of essence are each fallen within protection scope of the present invention.
Claims (6)
1. a kind of construction masonry structure one-shot forming system, it is characterised in that：Mainly by prefabricated section（1）Composition, it is described
Prefabricated section（1）By two sections prefabricated section（2）Docking is formed, described prefabricated section（2）In I-shaped, prefabricated section（2）The edge of a wing at two ends
（21）Length is inconsistent, when setting up, two sections prefabricated section（2）The edge of a wing long（211）Docking forms grouting chamber（23）, short limb edge
（212）Outwardly, short limb edge（212）With masonry wall（4）Between form less grouting chamber（23）, described prefabricated section（2）Abdomen
Plate（22）Edge is provided with notch（221）.
2. a kind of construction masonry structure one-shot forming system according to claim 1, it is characterised in that：Described is pre-
System section（1）Length and constructional column（3）The width of relevant position is identical, prefabricated section（1）Width be slightly larger than masonry wall（4）Thickness
Degree, prefabricated section（1）Height and constructional column（3）Upper horse tooth trough（31）A raft it is mouthful identical.
3. a kind of construction masonry structure one-shot forming system according to claim 1, it is characterised in that：The described wing
Edge（21）Thickness is 30mm, prefabricated section（2）After setting up, the edge of a wing（21）Beyond masonry wall（4）Metope 8mm, the edge of a wing（21）As structure
Make post（3）Exterior sheathing, without remove, the edge of a wing（21）Beyond masonry wall（4）Part is used as constructional column（3）Depth of plastering.
4. a kind of construction masonry structure one-shot forming system according to claim 1, it is characterised in that：Described is pre-
Section processed（2）Each surfacing, is easy to prefabricated section（2）Between accurate connection, prefabricated section（2）It is horizontally aligned to set up to be formed
Prefabricated section（1）, prefabricated section（1）Longitudinal direction alignment stack, it is necessary to prefabricated section（1）Quantity is according to masonry wall（4）Wall it is high
It is determined that.
5. a kind of construction masonry structure one-shot forming system according to claim 1, it is characterised in that：Described groove
Mouthful（221）Position correspondence constructional column（3）Upper tension rib（32）The position of distribution.
6. a kind of construction masonry structure one-shot forming system according to claim 1, it is characterised in that：Described is pre-
System section（1）Formed by concrete prefabricated.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710148727.8A CN106894501A (en) | 2017-03-14 | 2017-03-14 | A kind of construction masonry structure one-shot forming system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710148727.8A CN106894501A (en) | 2017-03-14 | 2017-03-14 | A kind of construction masonry structure one-shot forming system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106894501A true CN106894501A (en) | 2017-06-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710148727.8A Pending CN106894501A (en) | 2017-03-14 | 2017-03-14 | A kind of construction masonry structure one-shot forming system |
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| CN (1) | CN106894501A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109184103A (en) * | 2018-09-30 | 2019-01-11 | 恒城建设科技有限公司 | Building masonry wall exempts from plastering construction technique |
| CN110821176A (en) * | 2018-08-07 | 2020-02-21 | 中国水利水电第十六工程局有限公司 | Construction method of temporary house for construction site |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2521282Y (en) * | 2002-03-01 | 2002-11-20 | 孙惠镐 | Column with shaped structure |
| JP2004360438A (en) * | 2003-06-02 | 2004-12-24 | Michihiro Takaiwa | Block tile |
| CN201485965U (en) * | 2009-08-11 | 2010-05-26 | 华侨大学 | Novel energy-saving building structure |
| CN103422606A (en) * | 2013-08-14 | 2013-12-04 | 歌山建设集团有限公司 | Structural column erecting-free block and construction method thereof |
| CN203891298U (en) * | 2013-11-25 | 2014-10-22 | 株洲博尔曼科技发展有限公司 | Building blocks |
| CN105155724A (en) * | 2015-06-25 | 2015-12-16 | 李彦斌 | Construction method of structural column for simultaneous construction with frame-structured filled wall |
| CN205712595U (en) * | 2016-03-31 | 2016-11-23 | 株洲博尔曼科技发展有限公司 | A kind of prefabricated masonry wall and prefabricated post or the attachment structure of dry wall |
| CN206681141U (en) * | 2017-03-14 | 2017-11-28 | 中天建设集团有限公司 | A kind of construction masonry structure one-shot forming system |
-
2017
- 2017-03-14 CN CN201710148727.8A patent/CN106894501A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2521282Y (en) * | 2002-03-01 | 2002-11-20 | 孙惠镐 | Column with shaped structure |
| JP2004360438A (en) * | 2003-06-02 | 2004-12-24 | Michihiro Takaiwa | Block tile |
| CN201485965U (en) * | 2009-08-11 | 2010-05-26 | 华侨大学 | Novel energy-saving building structure |
| CN103422606A (en) * | 2013-08-14 | 2013-12-04 | 歌山建设集团有限公司 | Structural column erecting-free block and construction method thereof |
| CN203891298U (en) * | 2013-11-25 | 2014-10-22 | 株洲博尔曼科技发展有限公司 | Building blocks |
| CN105155724A (en) * | 2015-06-25 | 2015-12-16 | 李彦斌 | Construction method of structural column for simultaneous construction with frame-structured filled wall |
| CN205712595U (en) * | 2016-03-31 | 2016-11-23 | 株洲博尔曼科技发展有限公司 | A kind of prefabricated masonry wall and prefabricated post or the attachment structure of dry wall |
| CN206681141U (en) * | 2017-03-14 | 2017-11-28 | 中天建设集团有限公司 | A kind of construction masonry structure one-shot forming system |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110821176A (en) * | 2018-08-07 | 2020-02-21 | 中国水利水电第十六工程局有限公司 | Construction method of temporary house for construction site |
| CN110821176B (en) * | 2018-08-07 | 2024-02-27 | 中国水利水电第十六工程局有限公司 | Method for constructing temporary house for construction site |
| CN109184103A (en) * | 2018-09-30 | 2019-01-11 | 恒城建设科技有限公司 | Building masonry wall exempts from plastering construction technique |
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