CN105421775B - A kind of lintel construction method of brick mix structure - Google Patents
A kind of lintel construction method of brick mix structure Download PDFInfo
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- CN105421775B CN105421775B CN201510751244.8A CN201510751244A CN105421775B CN 105421775 B CN105421775 B CN 105421775B CN 201510751244 A CN201510751244 A CN 201510751244A CN 105421775 B CN105421775 B CN 105421775B
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- matched moulds
- concrete column
- lintel
- column matched
- wall
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
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Abstract
The present invention relates to technical field of building construction, more particularly to a kind of lintel construction method being used between brick wall and concrete column.Comprise the following steps：Masonry panel, build concrete column matched moulds and precast lintel component；Prefabricated beam one end of crossing is placed on wall, the other end stretches into concrete column matched moulds and uses steel pipe support；Remaining brick wall is built by laying bricks or stones on beam is crossed；Build top plate matched moulds and use support body supports；By in concreting to top plate matched moulds and concrete column matched moulds.The present invention is crossed after beam is stretched into concrete column matched moulds to be continued to build remaining brick wall by laying bricks or stones on beam is crossed, top plate matched moulds is built again after the completion of remaining brick wall is built, wherein top plate matched moulds connects with concrete column matched moulds, cast can once complete all cast when pouring into a mould concrete, eliminate concrete column and spend the hardening time needed for after beam is poured into a mould.
Description
Technical field
The present invention relates to technical field of building construction, more particularly to a kind of lintel being used between brick wall and concrete column to apply
Work method.
Background technology
At present, connected in construction between brick mix structure and post by installing lintel with realizing, but existing mistake
Beam uses cast-in-place completion more.Structural representations of the Fig. 1 between brick mix structure and concrete column.The construction work of wherein cast-in-place lintel
Sequence is generally：Masonry panel → cylinder reinforcing bar colligation → mistake beam steel bar colligation → cylinder, lintel matched moulds → concreting → mistake
Beam solidification → top plate matched moulds → roof steel bar colligation → concreting.The wherein time of lintel solidification is according to season, Yi Jiwen
Spend to determine, and the time of lintel solidification often at least needs the time of more than one day.Construction period can be so directly resulted in prolong
It is long, waste of time and raw material, inconvenience is brought to construction.
The content of the invention
It is an object of the invention to propose a kind of lintel construction method of brick mix structure, can save required during installation lintel
The time wanted.To use following technical scheme up to this purpose, the present invention：
A kind of lintel construction method of brick mix structure, it is characterised in that comprise the following steps：
S101, masonry panel, build concrete column matched moulds and precast lintel component；
S102, prefabricated beam one end of crossing is placed on wall, the other end stretches into concrete column matched moulds and uses steel
Pipe supports；
S103, build remaining brick wall by laying bricks or stones on beam is crossed；
S104, build top plate matched moulds and use support body supports；
S105, by concreting to top plate matched moulds and concrete column matched moulds.
Preferably, the connection end of beam and concrete column matched moulds is crossed during step S101 precast lintel components to be needed
Reserve the reinforcing bar of anchorage length.
Preferably, the step S102 is further comprising the steps of：
Beam of crossing after will be prefabricated picks chisel processing with one end that concrete column matched moulds is connected.
Preferably, when beam is crossed in the step S102 on wall and concrete column matched moulds, the wall
Required height, the wall were identical with the height of concrete column matched moulds when being highly beam installation.
Preferably, the step S103 also comprises the following steps：
Residual concrete post matched moulds is built, the height of concrete column matched moulds is highly consistent with wall.
Preferably, when beam is crossed in the step S102 on wall and concrete column matched moulds, the wall
Required height when being highly beam installation, the height of the concrete column matched moulds are high for the maximum of concrete column matched moulds
Degree, wall height required when being highly beam installation.
Preferably, the concrete column matched moulds is provided with lintel socket.
Preferably, the concrete column matched moulds, top plate matched moulds are connected, and it is the cavity of insertion in connected region.
Beneficial effects of the present invention：
The present invention is by precast lintel component, the hardening time that can be saved required for after lintel is installed.Beam is crossed to stretch
Continue to build remaining brick wall by laying bricks or stones on beam is crossed after entering in concrete column matched moulds, top plate is built again after the completion of remaining brick wall is built
Matched moulds, wherein top plate matched moulds are connected with concrete column matched moulds, and top plate and concrete can once be completed by being poured into a mould when pouring into a mould concrete
The cast of post, concrete column is eliminated with spending hardening time required after beam is poured into a mould.Simultaneously can be by each concrete in scene
Pour rear remaining concrete and beam was made, and then save material.
Brief description of the drawings
Structural representations of the Fig. 1 between brick mix structure and concrete column；
Fig. 2 is the structural representation of the matched moulds of concrete column provided by the invention；
Fig. 3 is the lintel construction method for the brick mix structure that embodiment one provides；
Fig. 4 is the lintel construction method for the brick mix structure that embodiment two provides；
Fig. 5 is the lintel construction method for the brick mix structure that embodiment three provides.
In figure：
1st, wall；2nd, concrete column matched moulds；3rd, beam is crossed；4th, concrete column；5th, lintel socket.
Embodiment
In order that those skilled in the art more fully understand technical scheme, below in conjunction with the accompanying drawings and by specific
Embodiment further illustrates technical scheme.
Embodiment one
Fig. 3 is the lintel construction method for the brick mix structure that embodiment one provides；Comprise the following steps：
S101, masonry panel 1, build concrete column matched moulds 2 and precast lintel component 3；
Masonry panel 1, build concrete column matched moulds 2 and can carry out simultaneously, can also carry out stage by stage, but carrying out in next step
When, wall 1, the height of concrete column matched moulds 2 should be able to ensure that beam 3 can be installed.
S102, prefabricated one end of beam 3 of crossing is placed on wall 1, the other end is stretched into concrete column matched moulds 2 and is used in combination
Steel pipe support；
S103, build remaining brick wall by laying bricks or stones on beam 3 is crossed；
S104, build top plate matched moulds and use support body supports；
S105, by concreting to top plate matched moulds and concrete column matched moulds 2.
Need after pouring be for a period of time it is concrete curing after could continue construction on top plate.This method eliminates
Beam and concrete column is single hardening time required when pouring are spent in work progress, improves the speed of engineering construction,
And then improve operating efficiency.
Embodiment two
Fig. 4 is the lintel construction method for the brick mix structure that embodiment two provides；Comprise the following steps：
S201, masonry panel 1, build concrete column matched moulds 2 and precast lintel component 3；
Masonry panel 1 can be carried out simultaneously with building concrete column matched moulds 2, can also be taken again after crossing beam 3 and preparing
Build concrete column matched moulds 2.It should be noted that need that the company of beam 3 and concrete column matched moulds 2 will be crossed during precast lintel component 3
Connect end and reserve reinforcing bar for anchorage length, poured in concrete column matched moulds 2 it is concrete curing after can make concrete column 4 with
The bar connecting of the anchorage length reserved is more firm, while precast lintel component 3 can use each coagulation in work progress
Soil pours rear remaining concrete and is made.
S202, when wall 1 build by laying bricks or stones installation lintel position and concrete column matched moulds 2 build installation lintel position after,
Prefabricated one end of beam 3 of crossing is placed on wall 1, the other end stretches into concrete column matched moulds 2 and uses steel pipe support；
The height of concrete column matched moulds 2 highly should be identical with wall 1, to facilitate installation lintel.In other words, in the present embodiment
Concrete column matched moulds 2 builds completion at twice in build process, first pacifies after building the height needed during placement lintel first
Lintel is filled, builds the part above lintel after installation lintel again.
Wherein crossing beam 3 and stretching into one end of concrete column matched moulds 2 needs to pick in a pre-installation chisel processing, picks chisel processing and exists
Complete, crossed after beam 3 is installed because the intensity of concrete matched moulds is relatively low before step S202, in order to prevent being crossed beam 3
Compressive strain, cross one end that beam 3 is in contact with concrete column and also need to use steel pipe support, the quantity of steel pipe does not have special rule
It is fixed, beam 3 can be supported while concrete matched moulds will not be destroyed.
S203, build remaining brick wall by laying bricks or stones on beam 3 is crossed；
Remaining brick wall referred to beam 3 to the remainder between the highest point of predetermined brick wall in the step, due to mistake
Steel pipe support is arranged at the bottom of beam 3, so beam 3 will not be made destroyed.
S204, build top plate matched moulds and use support body supports；
When the height of remaining brick wall reaches the height of brick wall predetermined in drawing, brick wall top needs to be bound, and seals
Top is first to build top plate matched moulds and then again casting concrete, because the larger needs of top plate matched moulds after-pouring concrete pressure build branch
Support body is to roof supporting matched moulds.
S205, by concreting to top plate matched moulds and cylinder matched moulds.
It is the cavity of insertion in top plate matched moulds and cylinder matched moulds, therefore one-time-concreting is only needed during casting concrete.Need
To illustrate that when the intensity of top plate and the intensity of cylinder differ, the concrete that pours needs first casting concrete to live matched moulds to exist
Pour top plate matched moulds.
After the completion of step S205, its to the concrete column after pouring and top plate is also needed to be surface-treated and conserved.
Embodiment three
Fig. 5 is the lintel construction method for the brick mix structure that embodiment three provides；Comprise the following steps：
S301, masonry panel 1 and according to drawing size precast lintel component 3；
Masonry panel 1 can be carried out simultaneously with building concrete column matched moulds 2, can also be taken again after crossing beam 3 and preparing
Build concrete column matched moulds 2.It should be noted that needs will cross beam 3 during precast lintel and concrete column connection end reserves anchor
Gu the reinforcing bar of length, pour in concrete column matched moulds 2 it is concrete curing after form concrete column 4, concrete column 4 and reserve
The reinforcing bar of anchorage length can connect it is more firm, while precast lintel component 3 can use it is remaining after each concreting
Concrete be made.
S302, after the completion of wall 1 builds lintel position by laying bricks or stones and concrete column matched moulds 2 is all built, by prefabricated lintel
The one end of component 3 is placed on wall 1, and the other end stretches into concrete column matched moulds 2 and uses steel pipe support；
As shown in Fig. 2 concrete column matched moulds 2 needs to reserve lintel socket 5 in build process.Beam 3 is crossed to stretch into
Chisel processing is picked in a pre-installation in one end of concrete column matched moulds 2.
S303, build remaining brick wall by laying bricks or stones on beam 3 is crossed；
S304, build top plate matched moulds and use support body supports；
Supporter is installed to roof supporting matched moulds, supporter according to construction requirement.
S305, by concreting to top plate matched moulds and cylinder matched moulds.
It is the cavity of insertion in concrete column matched moulds 2, top plate matched moulds, therefore one-time-concreting is only needed i.e. during casting concrete
Can.It should be noted that when the intensity of top plate and the intensity of cylinder differ, the concrete poured needs first casting concrete to live
Matched moulds is pouring top plate matched moulds.
The present invention is by precast lintel component, the hardening time that can be saved required for after lintel is installed.Beam is crossed to stretch
Continue to build remaining brick wall by laying bricks or stones on beam is crossed after entering in concrete column matched moulds, top plate is built again after the completion of remaining brick wall is built
Matched moulds, wherein top plate matched moulds are connected with concrete column matched moulds, and top plate and concrete can once be completed by being poured into a mould when pouring into a mould concrete
The cast of post, concrete column is eliminated with spending hardening time required after beam is poured into a mould.Simultaneously can be by each concrete in scene
Pour rear remaining concrete and beam was made, and then save material.
Pay attention to, the general principle and principal character and advantages of the present invention of the present invention has been shown and described above.The industry
Technical staff it should be appreciated that the present invention is not limited to the embodiments described above, described in above-mentioned embodiment and specification
Merely illustrate the principles of the invention, without departing from the spirit and scope of the present invention, the present invention also have various change and
Improve, these changes and improvements all fall within the protetion scope of the claimed invention, and claimed scope of the invention is by appended
Claims and its equivalent thereof.
Claims (8)
1. a kind of lintel construction method of brick mix structure, it is characterised in that comprise the following steps：
S101, masonry panel (1), build concrete column matched moulds (2) and precast lintel component (3)；
S102, prefabricated beam (3) one end of crossing is placed on wall (1), the other end is stretched into concrete column matched moulds (2) simultaneously
Use steel pipe support；
S103, build remaining brick wall by laying bricks or stones on beam (3) is crossed；
S104, build top plate matched moulds and use support body supports；
S105, by concreting to top plate matched moulds and concrete column matched moulds (2).
2. the lintel construction method of brick mix structure according to claim 1, it is characterised in that step S101 precast lintel structures
The connection end of beam (3) and concrete column matched moulds (2) excessively need to reserve the reinforcing bar of anchorage length during part (3).
3. the lintel construction method of brick mix structure according to claim 1, it is characterised in that before the step S102 also
Comprise the following steps：
Beam (3) of crossing after will be prefabricated picks chisel processing with one end that concrete column matched moulds (2) is connected.
4. according to the lintel construction method of any described brick mix structures of claim 1-3, it is characterised in that the step S102
When middle mistake beam (3) is arranged on wall (1) and concrete column matched moulds (2), the wall (1) was highly beam (3)
Required height during installation, the wall (1) are identical with the height of concrete column matched moulds (2).
5. the lintel construction method of brick mix structure according to claim 4, it is characterised in that the step S103 also includes
Following steps：
Residual concrete post matched moulds (2) is built, the height and wall (1) for making concrete column matched moulds (2) are highly consistent.
6. according to the lintel construction method of any described brick mix structures of claim 1-3, it is characterised in that the step S102
When middle mistake beam (3) is arranged on wall (1) and concrete column matched moulds (2), the wall (1) was highly beam (3)
Required height during installation, the height of the concrete column matched moulds (2) are the maximum height of concrete column matched moulds (2), the wall
Body (1) height required when being highly beam (3) installation.
7. the lintel construction method of brick mix structure according to claim 6, it is characterised in that the concrete column matched moulds
(2) it is provided with lintel socket (5).
8. the lintel construction method of brick mix structure according to claim 1, it is characterised in that the concrete column matched moulds
(2), top plate matched moulds is connected, and is the cavity of insertion in connected region.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510751244.8A CN105421775B (en) | 2015-11-06 | 2015-11-06 | A kind of lintel construction method of brick mix structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510751244.8A CN105421775B (en) | 2015-11-06 | 2015-11-06 | A kind of lintel construction method of brick mix structure |
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| Publication Number | Publication Date |
|---|---|
| CN105421775A CN105421775A (en) | 2016-03-23 |
| CN105421775B true CN105421775B (en) | 2017-11-10 |
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| CN201510751244.8A Active CN105421775B (en) | 2015-11-06 | 2015-11-06 | A kind of lintel construction method of brick mix structure |
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| CN107524300A (en) * | 2017-09-13 | 2017-12-29 | 甘肃第七建设集团股份有限公司 | A kind of nonlinear type lintel construction method |
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| WO2007070848A2 (en) * | 2005-12-14 | 2007-06-21 | Adobe Building Systems, Llc | Adobe building construction system and associated methods |
| CN102094525B (en) * | 2011-01-07 | 2012-05-23 | 吴方伯 | Method for constructing reinforced concrete lintel |
| CN103469939B (en) * | 2013-09-24 | 2015-09-09 | 中国建筑第二工程局有限公司 | A kind of masonry filler wall and main body flexibly connect earthquake resistant structure and construction method thereof |
| CN103967163B (en) * | 2014-03-31 | 2016-04-27 | 太原理工大学 | End, wall limit concave waves masonry wall |
| CN204151989U (en) * | 2014-09-02 | 2015-02-11 | 绿建科技集团新型建材高技术有限公司 | The cast-in-place double group of block type wall self-insulation system of half outsourcing sandwich |
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