CN208618661U - Pillar structure based on hollow masonry - Google Patents
Pillar structure based on hollow masonry Download PDFInfo
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- CN208618661U CN208618661U CN201821224194.3U CN201821224194U CN208618661U CN 208618661 U CN208618661 U CN 208618661U CN 201821224194 U CN201821224194 U CN 201821224194U CN 208618661 U CN208618661 U CN 208618661U
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Abstract
The utility model discloses a kind of pillar structures based on hollow masonry, including the first masonry and the second masonry, convex or recessed clamping device is provided in the upper and lower surface of first masonry and the second masonry, at least one grout hole is installed at the center of first masonry and the second masonry, when in use, first masonry replaces placement with the second masonry, form the horse tooth trough structure matched with wall form, vertical muscle is equipped in the grout hole, and the casting concrete layer between grout hole and vertical muscle.Its remarkable result is: having broken the structure and form of construction work of conventional construction column, so that its working procedure has been dissolved into building wall part, reduce working procedure, shorten the construction time；First masonry and the second masonry are prefabricated component, can reduce the cost of constructional column with industrialized mass production；Construction technology is simple, and labor intensity is low, saves human cost, has saved project cost, and construction quality is easy to get guarantee.
Description
Technical field
The utility model relates to arrive Building Engineering Design technical field of construction, specifically, being a kind of based on hollow masonry
Pillar structure.
Background technique
Constructional column is commonly referred to as concrete-constituted pile, is the predetermined portion in masonry house wall, by constructional reinforcement, and is pressed
Concrete column made of the sequence of construction of placing concrete column after first building a wall.In construction projects, to meet antidetonation and door and window structure
The fixed of part requires, and the constructional column must be arranged in masonry structure or the rear privileged site for building dividing wall, constructional column requires building
Body is poured after building.
However, this similarity construct columniation is much located at outside of the building, formwork and casting concrete all exist centainly in work progress
Difficulty, construction quality are difficult to ensure, and there is certain construction safety risks.The branch mold process of constructional column also can be to applying simultaneously
The work duration has some impact on.
Summary of the invention
In view of the deficiencies of the prior art, the purpose of the utility model is to provide a kind of constructional column knot based on hollow masonry
Structure pours stem in the hollow portion of building block and has the function that instead of conventional configurations column, to reduce structure using Hollow building block as template
The difficulty of column construction is made, the construction time is saved, saves project cost.
In order to achieve the above objectives, the technical solution adopted in the utility model is as follows:
A kind of pillar structure based on hollow masonry, key are: including the first masonry and the second masonry, described
The upper and lower surface of first masonry and the second masonry is provided with convex or recessed clamping device, in first masonry and the second masonry
Center is installed at least one grout hole, and when in use, first masonry replaces placement, formation and wall with the second masonry
The horse tooth trough structure that form matches is equipped with vertical muscle in the grout hole, and pours coagulation between grout hole and vertical muscle
Soil layer.
Further, it is offered on first masonry of top or the second masonry and pours mouth.By pouring mouth, side
Just the casting of concrete.
Further, the number of the grout hole is one, and more vertical muscle are evenly distributed in the grout hole.
Using the above structure, so that the stem of constructional column is easier to pour molding, it has been effectively saved the construction technology time,
Reduce difficulty of construction.
Further, closed stirrup is additionally provided in the grout hole, and the closed stirrup is horizontally disposed with and encloses and is set to
The outside of more vertical muscle.
Pass through the closed stirrup of setting, it is therefore prevented that deformation occurs in casting process for vertical muscle, improves the entirety of constructional column
Property and stability, bind to form the effect of steel reinforcement cage convenient for indulging muscle.
Further, the number of the grout hole is four, and four grout holes are uniformly built in first masonry or second
The quadrangle of body is provided with vertical muscle in each grout hole.
By four grout holes, effectively prevents vertical muscle and transversely deforming occurs in casting process, so that constructional column
Stem overall performance is more preferable.
Further, closed stirrup, and the closing are embedded in the upper and lower surface of first masonry and the second masonry
Stirrup is enclosed set on the outside of four grout holes.
Pass through the closed stirrup of setting, it is therefore prevented that transverse deformation occurs in casting process for vertical muscle, improves constructional column
Globality and stability.
Further, the first masonry described in several and the second masonry are provided with wall tie bar, which draws
Knot muscle is embedded at the gap between first masonry and the second masonry.
By needing drilling at position to protrude into tension rib in wall, so that effective drawknot between wall and constructional column, from
And effectively cooperate with above-mentioned horse tooth trough structure, substantially increase the bonding strength between wall and constructional column.
Further, casting concrete at the gap between first masonry and the second masonry.
By being poured concrete, so that the mortar joint between the first masonry and the second masonry, between tension rib and two masonries
Between there is better adhesive effect so that the overall performance of entire pillar structure is guaranteed.
Further, first masonry is square structure, the second masonry structure in T shape.
Further, the length of first masonry is 200mm, width 200mm, is highly 200~300mm.
The remarkable result of the utility model is:
1, the structure and form of construction work for having broken conventional construction column, make its working procedure be dissolved into building wall part,
Reduce working procedure, shortens the construction time；
2, the first masonry and the second masonry are prefabricated component, can reduce the cost of constructional column with industrialized mass production；
3, construction technology is simple, and labor intensity is low, saves human cost, has saved project cost, and construction quality is held
Easily it is guaranteed.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model in embodiment 1；
Fig. 2 is the A-A sectional view of Fig. 1；
Fig. 3 is the B-B sectional view of Fig. 1；
Fig. 4 is the cross-section diagram after embodiment 1 is constructed at the first masonry；
Fig. 5 is the cross-section diagram after embodiment 1 is constructed at the second masonry；
Fig. 6 is the structural schematic diagram of the utility model in embodiment 2；
Fig. 7 is the A-A sectional view of Fig. 6；
Fig. 8 is the B-B sectional view of Fig. 6；
Fig. 9 is the cross-section diagram after embodiment 2 is constructed at the first masonry；
Figure 10 is the cross-section diagram after embodiment 2 is constructed at the second masonry.
Specific embodiment
Specific embodiment of the present utility model and working principle are described in further detail with reference to the accompanying drawing.
Embodiment 1
As shown in fig. 1~fig. 5, a kind of pillar structure based on hollow masonry, including the first masonry 1 and the second masonry 2,
Convex or recessed clamping device 3 is provided in the upper and lower surface of first masonry 1 and the second masonry 2, first masonry 1 with
The center of second masonry 2 is installed with a grout hole 4, and in construction, first masonry 1 and the second masonry 2 are in layer
It alternately builds from lower to upper, forms the horse tooth trough structure matched with wall form, more vertical muscle are equipped in the grout hole 4
5, and more vertical muscle 5 are uniformly distributed the quadrangle of the grout hole 4, offer on second masonry 2 of top and pour mouth
6, and the casting concrete layer between grout hole 4 and vertical muscle 5, form constructional column.
Preferably, closed stirrup 7 is additionally provided in the grout hole 4, and the closed stirrup 7 is enclosed at equal intervals set on more
Root indulges the outside of muscle 5, and is welded and fixed with each vertical muscle 5.
It can further be seen from figure 1 that being provided with wall drawknot at interval of the first masonry 1 described in several and the second masonry 2
Muscle 8, the wall tie bar 8 are embedded at the gap between first masonry 1 and the second masonry 2, pour at the gap
Concrete effectively bonds so that being formed between masonry.Common concrete mortar can also be changed to expansive cement mortar, so that
Groove gap is preferably filled, and better globality effect is reached.
In this example, first masonry 1 is square structure, and second masonry 2 may be regarded as the first masonry 1 along wall direction
Extend the T-shaped structure that 60mm is formed, that is to say the first masonry 1 and the second masonry 2 after masonry, the second masonry 2 is to wall
The direction of body, which is formed with the protrusion that length is 60mm, connect constructional column effectively with wall to form horse tooth trough structure
For an entirety.Wherein, the length of first masonry 1 is 200mm, width 200mm, is highly 200~300mm, height
It is determined by the masonry actually used.
Embodiment 2
As shown in Fig. 6~Figure 10, a kind of pillar structure based on hollow masonry, including the first masonry 1 and the second masonry
2, convex or recessed clamping device 3 is provided in the upper and lower surface of first masonry 1 and the second masonry 2, in first masonry 1
Be installed with four grout holes 4 on the second masonry 2, four grout holes 4 are uniformly in first masonry 1 or the second masonry 2
Quadrangle, in construction, first masonry 1 replaces masonry, formation and wall form with the second masonry 2 from lower to upper in layer
The horse tooth trough structure matched is equipped with vertical muscle 5 in each grout hole 4, opens up on first masonry 1 of top
Mouth 6 is poured, and the casting concrete layer between grout hole 4 and vertical muscle 5, forms constructional column.
Preferably, closed stirrup 7, and the closing are embedded in the upper and lower surface of first masonry 1 and the second masonry 2
Stirrup 7 is enclosed set on the outside of four grout holes 4.
It can further be seen from figure 1 that being provided with wall drawknot at interval of the first masonry 1 described in several and the second masonry 2
Muscle 8, the wall tie bar 8 are embedded at the gap between first masonry 1 and the second masonry 2, pour at the gap
Concrete effectively bonds so that being formed between masonry.Common concrete mortar can also be changed to expansive cement mortar, so that
Groove gap is preferably filled, and better globality effect is reached.
In this example, first masonry 1 is square structure, and second masonry 2 may be regarded as the first masonry 1 along wall direction
Extend the T-shaped structure that 60mm is formed, that is to say the first masonry 1 and the second masonry 2 after masonry, the second masonry 2 is to wall
The direction of body, which is formed with the protrusion that length is 60mm, connect constructional column effectively with wall to form horse tooth trough structure
For an entirety.Wherein, the length of first masonry 1 is 200mm, width 200mm, is highly 200~300mm, height
It is determined by the masonry actually used.
Claims (10)
1. a kind of pillar structure based on hollow masonry, it is characterised in that: including the first masonry and the second masonry, described
The upper and lower surface of one masonry and the second masonry is provided with convex or recessed clamping device, on first masonry and the second masonry
It is installed at least one grout hole, when in use, first masonry replaces placement with the second masonry, is formed and wall form phase
The horse tooth trough structure of cooperation is equipped with vertical muscle in the grout hole, and the casting concrete layer between grout hole and vertical muscle.
2. the pillar structure according to claim 1 based on hollow masonry, it is characterised in that: described the of top
It is offered on one masonry or the second masonry and pours mouth.
3. the pillar structure according to claim 1 based on hollow masonry, it is characterised in that: the number of the grout hole
It is one, more vertical muscle is evenly distributed in the grout hole.
4. the pillar structure according to claim 3 based on hollow masonry, it is characterised in that: in the grout hole also
It is provided with closed stirrup, and the closed stirrup is horizontally disposed with and encloses set on the outside of more vertical muscle.
5. the pillar structure according to claim 1 based on hollow masonry, it is characterised in that: the number of the grout hole
It is four, four grout holes uniformly in the quadrangle of first masonry or the second masonry, are provided with vertical in each grout hole
Muscle.
6. the pillar structure according to claim 5 based on hollow masonry, it is characterised in that: first masonry with
The upper and lower surface of second masonry is embedded with closed stirrup, and the closing ring muscle enclose is set to the outside of four grout holes.
7. the pillar structure according to claim 1 based on hollow masonry, it is characterised in that: at interval of described in several
First masonry and the second masonry are provided with wall tie bar, the wall tie bar be embedded at first masonry and the second masonry it
Between gap at.
8. the pillar structure according to claim 7 based on hollow masonry, it is characterised in that: first masonry with
Casting concrete at gap between second masonry.
9. described in any item pillar structures based on hollow masonry according to claim 1~8, it is characterised in that: described
One masonry is square structure, the second masonry structure in T shape.
10. the pillar structure according to claim 9 based on hollow masonry, it is characterised in that: first masonry
Length is 200mm, width 200mm, is highly 200~300mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821224194.3U CN208618661U (en) | 2018-07-31 | 2018-07-31 | Pillar structure based on hollow masonry |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821224194.3U CN208618661U (en) | 2018-07-31 | 2018-07-31 | Pillar structure based on hollow masonry |
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| Publication Number | Publication Date |
|---|---|
| CN208618661U true CN208618661U (en) | 2019-03-19 |
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ID=65708186
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821224194.3U Active CN208618661U (en) | 2018-07-31 | 2018-07-31 | Pillar structure based on hollow masonry |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110439182A (en) * | 2019-08-19 | 2019-11-12 | 广东永和建设集团有限公司 | Three layers of one kind, which is poured, smashes Constructional Col-umn Construction method |
| CN111945880A (en) * | 2020-08-11 | 2020-11-17 | 汪鹏 | Tenon-and-mortise structure of T-shaped wall constructional column and construction method thereof |
-
2018
- 2018-07-31 CN CN201821224194.3U patent/CN208618661U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110439182A (en) * | 2019-08-19 | 2019-11-12 | 广东永和建设集团有限公司 | Three layers of one kind, which is poured, smashes Constructional Col-umn Construction method |
| CN111945880A (en) * | 2020-08-11 | 2020-11-17 | 汪鹏 | Tenon-and-mortise structure of T-shaped wall constructional column and construction method thereof |
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Address after: 400000 No. 31, man street, Yuzhong District, Chongqing Patentee after: Chongqing Design Institute Co., Ltd Address before: 400000 No. 31, man street, Yuzhong District, Chongqing Patentee before: CHONGQING ARCHITECTURAL DESIGN INSTITUTE OF CHINA |