CN110359631A - Secondary structure Constructional Col-umn Construction method - Google Patents
Secondary structure Constructional Col-umn Construction method Download PDFInfo
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- CN110359631A CN110359631A CN201910666074.1A CN201910666074A CN110359631A CN 110359631 A CN110359631 A CN 110359631A CN 201910666074 A CN201910666074 A CN 201910666074A CN 110359631 A CN110359631 A CN 110359631A
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- wall
- building block
- secondary structure
- blockwork
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to the technical fields of Constructional Col-umn Construction, more particularly, to a kind of secondary structure Constructional Col-umn Construction method.A kind of secondary structure Constructional Col-umn Construction method, it is advantageous that construction qualification rate is higher.A kind of secondary structure Constructional Col-umn Construction method, comprising: Step 1: prefabricated constructional column building block；Step 2: unwrapping wire snap the line；Step 3: bar planting；Step 4: masonry panel first layer；Step 5: casting concrete；Step 6: masonry panel is to half height；Step 7: tying up transverse steel；Step 8: building top half wall；Step 9: maintenance wall.Cooperate wall to lay bricks by blockwork and form cavity at bar planting, casting concrete directly forms constructional column into cavity.Since constructional column is not by plank sheathing come assistant formation, without the concern for the old damage problem of plank sheathing, it is higher that wall forms qualification rate.The time for saving disassembly plank sheathing simultaneously, shorten the construction time.
Description
Technical field
The present invention relates to the technical fields of Constructional Col-umn Construction, more particularly, to a kind of secondary structure Constructional Col-umn Construction method.
Background technique
Constructional column is primarily not to undertake vertical load, but undertake and resist the lateral loads such as shearing, antidetonation.Constructional column
Be generally arranged at the half space of staircase, longitudinal cross wall junction, wall corner, the long intermediate position for reaching five meters of wall is wanted
If constructional column, to improve the stability and not increasing section size of masonry structure.
Figure classification number is TV544 in middle National IP Network, and article number is 1006-6012(2018) article of 02-0181-01 is public
The construction technology analysis an of concrete-constituted pile is opened.The conventional construction method of constructional column is disclosed in this article are as follows: build
→ installing wooden model → pours constructional column → form removable.
Above-mentioned prior art has the following deficiencies: as save the cost, usually used in constructional column supporting module
The old template repeatedly having enough to meet the need.The toughness for the old template being repeatedly used in turn is poor, is easy to happen deformation, is matched by the template of deformation
Deformation problems can also be had by closing the constructional column for pouring completion, cause Constructional Col-umn Construction qualification rate not high.
Summary of the invention
The object of the present invention is to provide a kind of secondary structure Constructional Col-umn Construction methods, it is advantageous that construction qualification rate is more
It is high.
Foregoing invention purpose of the invention has the technical scheme that a kind of secondary structure constructional column is applied
Work method, comprising:
Step 1: prefabricated constructional column building block；
Step 2: unwrapping wire snap the line；
Step 3: bar planting；
Step 4: masonry panel first layer；
Step 5: casting concrete；
Step 6: masonry panel is to half height；
Step 7: tying up transverse steel；
Step 8: building top half wall；
Step 9: maintenance wall.
By using above-mentioned technical proposal, cooperates wall to lay bricks by blockwork and form cavity at bar planting, to cavity
Interior casting concrete directly forms constructional column.Since constructional column is not not need to examine come assistant formation by plank sheathing
Consider the old damage problem of plank sheathing, it is higher that wall forms qualification rate.It the time for saving disassembly plank sheathing simultaneously, shortens and applies
Between working hour.
The present invention is further arranged to: there are four types of the blockwork is total, the respectively building block of wall uniform thickness side, wall uniform thickness
Long building block, wall corner building block and wall intersection building block.
By using above-mentioned technical proposal, adapts to planar walls respectively by four kinds of different blockworks, turning wall, hands over
Pitch the wall structure column construction when wall.
The present invention is further arranged to: the blockwork is made of concrete, and blockwork is embedded with steel mesh
Piece.
By using above-mentioned technical proposal, blockwork is made by concrete, so that blockwork has preferable resist
Pressure energy power, embedded reinforced mesh make blockwork have preferable bending resistance.
The present invention is further arranged to: all blockworks have side blow-by as open side.
By using above-mentioned technical proposal, open side is set, blockwork is not needed when cooperating vertical reinforcing bar from top
It is inserted in, can directly be protruded into from side.
The present invention is further arranged to: in step 4, when building first layer wall, being selected according to constructional column position difference
With different blockworks, setting constructional column in wall middle part selects the building block of wall uniform thickness side and the long building block of wall uniform thickness；Wall turns
Constructional column is set at angle and selects the building block of wall uniform thickness side and wall corner building block；Constructional column is set at wall intersection and selects wall etc.
The building block of thickness side and wall intersection building block.
By using above-mentioned technical proposal, selects and do not have to blockwork to adapt to requirement of engineering.
The present invention is further arranged to: after having selected blockwork, first layer wall of arranging along the line is laid bricks and is built,
When masonry to vertical reinforcement location, blockwork is set in outside vertical reinforcing bar, the open side of blockwork is laid bricks with wall to be bonded,
Then blockwork and wall are laid bricks company.
By using above-mentioned technical proposal, masonry panel, while blockwork and wall lay bricks and cooperatively form cavity.
The present invention is further arranged to: in step 5, laying bricks to blockwork and wall, it is mixed to pour in the cavity cooperatively formed
Solidifying soil.
By using above-mentioned technical proposal, casting concrete forms constructional column in cavity.
The present invention is further arranged to: continuing up masonry panel, the wall of adjacent layer is laid bricks and the wall of first layer is laid bricks friendship
Mistake setting, the prefabricated cross-reference that wall adjacent layer is chosen using two kinds, it is every built two layers after, into two layers of blockwork
Casting concrete then proceedes to upward masonry panel.
By using above-mentioned technical proposal, intersects masonry wall and lay bricks so that wall is laid bricks staggeredly is combined together, wall has
Better intensity.After two layers of building wall, one layer is the building block of wall uniform thickness side, and one layer is other blockworks, due to wall etc.
Thickness side building block horizontal cross-section is smaller than other blockworks, therefore other blockworks, in lower section, the building block of wall uniform thickness side is above
State casting concrete, concrete can be made to be filled inside full blockwork as far as possible, avoid the formation of cavity.
The present invention is further arranged to: after masonry panel to half height, transverse steel is tied up above wall.
By using above-mentioned technical proposal, transverse steel is set in wall and pushes away energy to enhance the anti-of wall horizontal direction
Power.
The present invention is further arranged to: in step 9,24 hours or so after the completion of construction, and covering and sprinkling maintenance, often
It is no less than twice, and curing time is no less than 3 days.
By using above-mentioned technical proposal, wall is conserved, so that walls concrete is rapidly solidificated into type.
In conclusion advantageous effects of the invention are as follows:
1. constructional column is not by plank sheathing come assistant formation, therefore without the concern for the old damage problem of plank sheathing, wall
Body formed qualification rate is higher.The time for saving disassembly plank sheathing simultaneously, shorten the construction time；
2. after two layers of building wall, one layer is the building block of wall uniform thickness side, and one layer is other blockworks, since wall uniform thickness side is built
Block horizontal cross-section is smaller than other blockworks, therefore other blockworks are in lower section, the state of wall uniform thickness side building block above
Casting concrete can make concrete filled inside full blockwork as far as possible, avoid the formation of cavity.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of wall uniform thickness side building block in embodiment；
Fig. 2 is the structural schematic diagram of the long building block of wall uniform thickness in embodiment；
Fig. 3 is the structural schematic diagram of wall corner building block in embodiment；
Fig. 4 is the structural schematic diagram of wall intersection building block in embodiment；
Fig. 5 is the structural schematic diagram after flat wall hidden parts wall is laid bricks in embodiment；
Fig. 6 is the structural schematic diagram of wall corner in embodiment；
Fig. 7 is the structural schematic diagram in embodiment at wall intersection.
Appended drawing reference: 1, wall uniform thickness side building block；2, the long building block of wall uniform thickness；3, wall corner building block；4, wall intersection
Building block；5, first party vertical plate；6, second party vertical plate；7, the first long vertical plate；8, the second long vertical plate；9, the first turning vertical plate；10,
Two turning vertical plates；11, third turning vertical plate；12, the 4th turning vertical plate；13, the 5th turning vertical plate；14, the first stile；15,
Two stiles；16, first intersects vertical plate；17, second intersects vertical plate；18, third intersects vertical plate；19, the 4th intersects vertical plate；20, it erects
Straight reinforcing bar；21, transverse steel；22, blockwork；23, wall is laid bricks.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
As shown, a kind of secondary structure Constructional Col-umn Construction method, comprising:
Step 1: prefabricated constructional column building block
Blockwork 22(Fig. 1-4 is blockwork) altogether there are four types of, be respectively designated as wall uniform thickness side building block 1, wall uniform thickness
Long building block 2, wall corner building block 3 and wall intersection building block 4.
As shown in Figure 1, wall uniform thickness side building block 1 includes first party vertical plate 5, is shaped in 5 two sides of first party vertical plate
Second party vertical plate 6 extending to the horizontal direction, two pieces of second party vertical plates 6 are vertical with first party vertical plate 5.Two pieces of second party vertical plates
6 spacing for being away from each other side are equal to thickness of wall body, and the length of two pieces of square vertical plates is equal to thickness of wall body, and the height of two pieces of square vertical plates is equal
It lays bricks 23 height equal to wall.
As shown in Fig. 2, the long building block 2 of wall uniform thickness includes the first long vertical plate 7, is shaped in the first long 7 two sides of vertical plate
Second long vertical plate 8 extending to the horizontal direction, two piece second long vertical plate 8 are vertical with the first long vertical plate 7.Two piece of second long vertical plate
8 spacing for being away from each other side are equal to thickness of wall body, and the length of two pieces of long vertical plates is all larger than thickness of wall body, and the thickness of two pieces of long vertical plates is equal
It lays bricks 23 height equal to wall.
As shown in figure 3, wall corner building block 3 includes the first turning vertical plate 9, is shaped in 9 side of the first turning vertical plate
Second turning extending to the horizontal direction vertical plate 10, to be shaped in 9 other side of the first turning vertical plate extending to the horizontal direction
Third turning vertical plate 11.Third turning vertical plate 11 forms 10 side of oriented second turning vertical plate far from the side of the first turning vertical plate 9
To the 4th turning vertical plate 12 of extension, the 4th turning vertical plate 12 is parallel with the first turning vertical plate 9.4th turning vertical plate 12 is far from
The side of three turning vertical plates 11 forms the 5th turning vertical plate 13 extended backwards to 9 direction of the first turning vertical plate, and the 5th turning is vertical
Plate 13 is parallel with the second turning vertical plate 10, and the 5th turning vertical plate 13 and the second turning vertical plate 10 are far from the first turning vertical plate 9
Side is concordant.
As shown in figure 4, wall intersection building block 4 includes the first stile 14 and the second stile 15.First stile 14 and second is vertical
Frame 15 include vertical the first intersection vertical plate 16 and take shape in that 16 liang of sides of the first intersection vertical plate extend to same direction the
Two intersect vertical plate 17, and two piece second intersects the one end of vertical plate 17 far from the first intersection vertical plate 16 toward the direction elongation moulding being away from each other
There is third to intersect vertical plate 18, it is equal that the width that third intersects vertical plate 18 with second intersects the width of vertical plate 17.First stile, 14 He
Second stile 15 is symmetrical arranged with the first intersection vertical plate 16 in the state for being away from each other side, and two pieces of ipsilateral thirds intersect vertical plate
Between 18 by with second intersect vertical plate 17 it is parallel the 4th intersect vertical plate 19 connect, the 4th intersect vertical plate 19 width and first
The width for intersecting vertical plate 16 is equal to thickness of wall body.
All blockworks 22 are all made of in concrete segment and every piece of vertical plate of building block embedded with reinforced mesh, prefabricated block
The side of 22 blow-by of block is named as open side.
Step 2: unwrapping wire snap the line
Unwrapping wire is assisted using total station, and carries out snap the line.
Step 3: bar planting
By drawing in the position bar planting of setting constructional column, and bind vertical reinforcing bar 20.
Step 4: masonry panel first layer
Different blockworks 22 is selected according to constructional column position difference, setting constructional column selects wall uniform thickness in the middle part of wall
Square building block 1 and the long building block 2 of wall uniform thickness；Wall corner is arranged constructional column and wall uniform thickness side building block 1 and wall turning is selected to build
Block 3；Constructional column is set at wall intersection and selects wall uniform thickness side building block 1 and wall intersection building block 4.
As shown in figure 5, arrangement first layer wall is laid bricks and 23 and is built along the line.At masonry to vertical 20 position of reinforcing bar,
Blockwork 22 is set in outside vertical reinforcing bar 20, the open side of blockwork 22 and wall, which are laid bricks, 23 to be bonded, then by prefabricated block
Block 22 and wall 23 blocks of laying bricks connect together to form wall first layer.The 22 apparent structure column position of blockwork that wall first layer is selected
For one of the long building block 2 of wall uniform thickness, wall corner building block 3 and wall intersection building block 4.
Step 5: casting concrete
It lays bricks to blockwork 22 and wall casting concrete in the cavity for the vertical reinforcing bar 20 of encirclement that 23 cooperatively form.
Step 6: masonry panel is to half height
Second and third layer is built upwards by mode identical with masonry panel first layer.The wall of adjacent layer lays bricks 23 with first layer
Wall, which is laid bricks, 23 to be staggered.The blockwork 22 of the second layer selects wall uniform thickness side building block 1, the blockwork 22 of third layer and the
One layer identical.
It builds after completing second and third layer, the casting concrete into two layers of blockwork 22.
It repeats the above steps up to masonry panel to half height.
Step 7: tying up transverse steel 21
Transverse steel 21 is tied up above the wall laid.
Step 8: building top half wall
Continue up masonry panel, and every masonry concrete of two layers of after-pouring.
Step 9: maintenance wall
24 hours or so after the completion of construction, covering and sprinkling maintenance, daily no less than twice, curing time is no less than 3 days.
The embodiment of present embodiment is presently preferred embodiments of the present invention, not limits protection of the invention according to this
Range, therefore: the equivalence changes that all structures under this invention, shape, principle are done, should all be covered by protection scope of the present invention it
It is interior.
Claims (10)
1. a kind of secondary structure Constructional Col-umn Construction method, characterized in that include:
Step 1: prefabricated constructional column building block；
Step 2: unwrapping wire snap the line；
Step 3: bar planting；
Step 4: masonry panel first layer；
Step 5: casting concrete；
Step 6: masonry panel is to half height；
Step 7: tying up transverse steel (21)；
Step 8: building top half wall；
Step 9: maintenance wall.
2. secondary structure Constructional Col-umn Construction method according to claim 1, it is characterized in that: the blockwork (22) is shared
Four kinds, respectively wall uniform thickness side building block (1), the long building block of wall uniform thickness (2), wall corner building block (3) and wall intersection is built
Block (4).
3. secondary structure Constructional Col-umn Construction method according to claim 2, it is characterized in that: the blockwork (22) by
Concrete is made, and blockwork (22) is embedded with reinforced mesh.
4. secondary structure Constructional Col-umn Construction method according to claim 2, it is characterized in that: all blockworks
(22) there is side blow-by as open side.
5. secondary structure Constructional Col-umn Construction method according to claim 1, it is characterized in that: building first layer in step 4
It when wall, is selected different blockworks (22) according to constructional column position difference, setting constructional column selects wall in the middle part of wall
Body uniform thickness side building block (1) and the long building block of wall uniform thickness (2)；Wall corner is arranged constructional column and selects the building block of wall uniform thickness side (1)
With wall corner building block (3)；Constructional column is set at wall intersection and selects the building block of wall uniform thickness side (1) and wall intersection building block (4).
6. secondary structure Constructional Col-umn Construction method according to claim 5, it is characterized in that: having selected blockwork (22)
Afterwards, arrangement first layer wall is laid bricks (23) and is built along the line, at masonry to vertical reinforcing bar (20) position, by blockwork
(22) be set in vertical reinforcing bar (20) outside, the open side of blockwork (22) lay bricks with wall (23) be bonded, then by blockwork
(22) and wall lay bricks (23) build connect.
7. secondary structure Constructional Col-umn Construction method according to claim 6, it is characterized in that: in step 5, to blockwork
(22) it lays bricks casting concrete in the cavity that (23) cooperatively form with wall.
8. secondary structure Constructional Col-umn Construction method according to claim 7, it is characterized in that: masonry panel is continued up, phase
The wall of adjacent bed is laid bricks (23) and the wall of first layer is laid bricks, and (23) are staggered, the prefabricated intersection that wall adjacent layer is chosen using two kinds
Use, it is every built two layers after, to two layers of blockwork (22) interior casting concrete, then proceed to upward masonry panel.
9. secondary structure Constructional Col-umn Construction method according to claim 8, it is characterized in that: masonry panel is to half height
Afterwards, transverse steel (21) are tied up above wall.
10. secondary structure Constructional Col-umn Construction method according to claim 1, it is characterized in that: being completed in step 9 in construction
24 hours or so afterwards, covering and sprinkling maintenance, daily no less than twice, curing time is no less than 7 days.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201910666074.1A CN110359631A (en) | 2019-07-23 | 2019-07-23 | Secondary structure Constructional Col-umn Construction method |
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| CN201910666074.1A CN110359631A (en) | 2019-07-23 | 2019-07-23 | Secondary structure Constructional Col-umn Construction method |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110863590A (en) * | 2019-11-21 | 2020-03-06 | 中国二十冶集团有限公司 | Mold device for manufacturing + type cavity concrete module and using method thereof |
| CN110863591A (en) * | 2019-11-21 | 2020-03-06 | 中国二十冶集团有限公司 | Mold device for manufacturing T-shaped cavity concrete module and using method thereof |
| CN110863589A (en) * | 2019-11-21 | 2020-03-06 | 中国二十冶集团有限公司 | Mold device for manufacturing L-shaped cavity concrete module and using method thereof |
| CN112177324A (en) * | 2020-10-27 | 2021-01-05 | 和县飞竣新型建材有限公司 | Building block template for constructional column pouring and construction method thereof |
| CN112273106A (en) * | 2020-11-11 | 2021-01-29 | 白红太 | Assembled warmhouse booth structure |
| CN112726878A (en) * | 2020-12-30 | 2021-04-30 | 甘肃第三建设集团有限公司 | Formwork-erecting-free construction method for masonry filler wall constructional column, prefabricated module and mould |
| CN115419215A (en) * | 2022-10-11 | 2022-12-02 | 中铁十一局集团有限公司 | Construction method of assembled constructional column |
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| CN201310150Y (en) * | 2008-12-05 | 2009-09-16 | 重庆大学 | Constructional column for masonry structure and special precast blocks thereof |
| 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 |
| CN105064543A (en) * | 2015-09-09 | 2015-11-18 | 歌山建设集团有限公司 | Formwork-free constructional column and construction method |
| WO2017027351A1 (en) * | 2015-08-07 | 2017-02-16 | Alcoa Inc. | Architectural manufactures, apparatus and methods using additive manufacturing techniques |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110863590A (en) * | 2019-11-21 | 2020-03-06 | 中国二十冶集团有限公司 | Mold device for manufacturing + type cavity concrete module and using method thereof |
| CN110863591A (en) * | 2019-11-21 | 2020-03-06 | 中国二十冶集团有限公司 | Mold device for manufacturing T-shaped cavity concrete module and using method thereof |
| CN110863589A (en) * | 2019-11-21 | 2020-03-06 | 中国二十冶集团有限公司 | Mold device for manufacturing L-shaped cavity concrete module and using method thereof |
| CN112177324A (en) * | 2020-10-27 | 2021-01-05 | 和县飞竣新型建材有限公司 | Building block template for constructional column pouring and construction method thereof |
| CN112273106A (en) * | 2020-11-11 | 2021-01-29 | 白红太 | Assembled warmhouse booth structure |
| CN112726878A (en) * | 2020-12-30 | 2021-04-30 | 甘肃第三建设集团有限公司 | Formwork-erecting-free construction method for masonry filler wall constructional column, prefabricated module and mould |
| CN115419215A (en) * | 2022-10-11 | 2022-12-02 | 中铁十一局集团有限公司 | Construction method of assembled constructional column |
| CN115419215B (en) * | 2022-10-11 | 2024-04-16 | 中铁十一局集团有限公司 | Construction method of assembled constructional column |
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Application publication date: 20191022 |