CN206971462U - Fill the connecting pole of wall - Google Patents
Fill the connecting pole of wall Download PDFInfo
- Publication number
- CN206971462U CN206971462U CN201720616971.8U CN201720616971U CN206971462U CN 206971462 U CN206971462 U CN 206971462U CN 201720616971 U CN201720616971 U CN 201720616971U CN 206971462 U CN206971462 U CN 206971462U
- Authority
- CN
- China
- Prior art keywords
- masonry
- connecting pole
- concrete
- filling wall
- wall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 claims abstract description 22
- 238000005266 casting Methods 0.000 claims abstract description 19
- 238000005336 cracking Methods 0.000 claims description 27
- 239000000835 fiber Substances 0.000 claims description 6
- 244000025254 Cannabis sativa Species 0.000 claims description 3
- 235000012766 Cannabis sativa ssp. sativa var. sativa Nutrition 0.000 claims description 3
- 235000012765 Cannabis sativa ssp. sativa var. spontanea Nutrition 0.000 claims description 3
- 235000009120 camo Nutrition 0.000 claims description 3
- 235000005607 chanvre indien Nutrition 0.000 claims description 3
- 239000011487 hemp Substances 0.000 claims description 3
- 210000003205 muscle Anatomy 0.000 claims 1
- 230000000694 effects Effects 0.000 description 4
- 206010055018 Gingival cyst Diseases 0.000 description 3
- 238000005056 compaction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 210000004907 gland Anatomy 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model provides a kind of connecting pole for filling wall, filling wall includes the first masonry and the second masonry being oppositely arranged, formed with reserved casting space between first masonry and second masonry, sole plate is connected between the bottom of first masonry and second masonry, top plate is connected between the top of first masonry and the second masonry, the connecting pole includes：Bar construction, in the reserved casting space, the top of the bar construction is connected to the top plate by the first anchor rib, and the bottom of the bar construction is connected to the sole plate by the second anchor rib；Tension rib, the bar construction is connected to, the first end of the tension rib is embedded in first masonry in advance, and the second end of the tension rib is embedded in second masonry in advance；And concrete, it is filled in the reserved casting space.The utility model solve frame structure filling wall length it is longer when, the problem of filling the globality and fastness difference of wall.
Description
Technical field
It the utility model is related to technical field of building construction, and in particular to a kind of connecting pole for filling wall.
Background technology
The wall of frame structure is filling wall, and filling wall is gone along with sb. to guard him and compartmentation, weight are undertaken by beam column, and filling wall is not
Load-bearing.When the length for filling wall is longer, due to building block itself drying shrinkage that filling wall uses, Yi Jicai during practice of construction
Material differential deformation make it that the globality for filling wall and fastness are poor.
Utility model content
The defects of to overcome present in prior art, a kind of connecting pole for filling wall is now provided, with solution framework structure
Fill wall length it is longer when, the problem of filling the globality and fastness difference of wall.
To achieve the above object, there is provided a kind of connecting pole for filling wall, filling wall include the first masonry for being oppositely arranged and
Second masonry, formed with reserved casting space between first masonry and second masonry, first masonry and described
Sole plate is connected between the bottom of second masonry, top plate is connected between the top of first masonry and the second masonry,
The connecting pole includes：
Bar construction, in the reserved casting space, the top of the bar construction is connected by the first anchor rib
In the top plate, the bottom of the bar construction is connected to the sole plate by the second anchor rib；
Tension rib, the bar construction is connected to, the first end of the tension rib is embedded in first masonry in advance, described
Second end of tension rib is embedded in second masonry in advance；And
Concrete, it is filled in the reserved casting space.
Further, the connecting pole also includes the first cracking resistance piece being connected between the first masonry and the concrete.
Further, the connecting pole also includes the second cracking resistance piece being connected between the second masonry and the concrete.
Further, the concrete is fiber concrete.
Further, formed between the first end face of first masonry and the first end face of second masonry described pre-
Stay casting space, the first end face of the first end face of first masonry and second masonry is roughened surface.
Further, waterproof layer is provided between the top plate and the concrete.
Further, the waterproof layer is Bituminous hemp fiber.
The beneficial effects of the utility model are that the utility model fills the connecting pole of wall, by the first of filling wall
Connecting pole is set between masonry and the second masonry, and one side connecting pole connects the first masonry and the second masonry of horizontal direction, carried
The high fastness and shear resistance of filling wall；On the other hand, vertical reserved casting space vibrates in concreting process
Work can smoothly be carried out, and can improve the compaction rate of concrete.The real connecting pole of puddling also causes between connecting pole and wall
With reference to more firmly, and then cause connecting pole to play antidetonation, cracking resistance effect, improve the construction quality of masonry.
Brief description of the drawings
Fig. 1 is the schematic diagram for the connecting pole that the utility model fills wall.
Fig. 2 is the sectional view at A-A in Fig. 1.
Fig. 3 is the view for not installing cracking resistance piece for the connecting pole that the utility model fills wall.
Embodiment
Illustrate embodiment of the present utility model below by way of specific instantiation, those skilled in the art can be by this theory
Content disclosed by bright book understands other advantages and effect of the present utility model easily.The utility model can also be by addition
Different embodiments are embodied or practiced, and the various details in this specification can also be based on different viewpoints with answering
With, without departing from it is of the present utility model spirit under carry out various modifications or alterations.
Fig. 1 is that schematic diagram, Fig. 2 of the connecting pole of the utility model filling wall are that sectional view, Fig. 3 in Fig. 1 A-A at is
The view for not installing cracking resistance piece of the connecting pole of utility model filling wall.
Referring to figs. 1 to shown in Fig. 3, filling wall includes the first masonry 11 and the second masonry 12 being oppositely arranged.First masonry
11 and second between masonry 12 formed with reserved casting space.Base is connected between the bottom of first masonry 11 and the second masonry 12
Plinth bottom plate 2.Top plate 3 is connected between the top of first masonry 11 and the second masonry 12.
The utility model provides a kind of connecting pole for filling wall, and connecting pole includes：Bar construction 41, tension rib 42, mix
The 43, second cracking resistance piece 44 of solidifying soil, the second cracking resistance piece 45 and waterproof layer 46.
Bar construction 41 is located in the reserved casting space.The top of bar construction 41 is connected by the first anchor rib 411
Top plate 3 is connected to, the bottom of bar construction is connected to sole plate 2 by the second anchor rib 412.
Tension rib 42 is connected to bar construction 41, and the first end of tension rib 42 is embedded in the first masonry 11 in advance, tension rib 42
The second end be embedded in advance in the second masonry 12.
Concrete 43 is filled in the reserved casting space.Further, concrete 43 is fiber concrete.
As a kind of preferable embodiment, between the first end face of the first masonry 11 and the first end face of the second masonry 12
Form the reserved casting space, the first end face of the first end face of the first masonry 11 and the second masonry 12 is roughened surface, to carry
High connecting pole and the first masonry 11, the associativity of the second masonry 12.
First cracking resistance piece 44 is connected between the first masonry 11 and concrete 43.
Second cracking resistance piece 45 is connected between the second masonry 12 and concrete 43.
First cracking resistance piece 44, the second cracking resistance piece 45 are cracking resistance steel wire or cracking resistance grid cloth.
, can be the after the first cracking resistance piece 44, the installation of the second cracking resistance piece 45 in order to improve the aesthetics of filling wall
Primary antibody sliver 44, the outside of the second cracking resistance piece 45 are by plastering so that the side of filling wall and connecting pole is more smooth.
The junction of the masonry 11 of concrete 43 and first is provided with the first cracking resistance piece 44.The friendship of the masonry 12 of concrete 43 and second
Meet place and be provided with the second cracking resistance piece 45.The first end of first cracking resistance piece 44 is followed closely on the first masonry 11, the first cracking resistance piece with cement nail
Followed closely with cement nail on the concrete 43 of connecting pole at 44 the second end.
First cracking resistance piece 44, the second cracking resistance piece 45 are mainly used in preventing from producing between connecting pole and the first masonry, the second masonry
Raw crack.
Lateral length >=300mm of first cracking resistance piece 44, the second cracking resistance piece 45.
In the present embodiment, for water proofing property, waterproof layer 46 is provided between top plate 3 and concrete 43.Waterproof layer 46 is
Bituminous hemp fiber.
The utility model fills the connecting pole of wall, is connected by being set between the first masonry and the second masonry of filling wall
Post, one side connecting pole connect the first masonry and the second masonry of horizontal direction, improve the fastness and shear resistance of filling wall；
On the other hand, vertical reserved casting space work of being vibrated in concreting process can smoothly be carried out, and can improve mixed
Coagulate the compaction rate of soil.The real connecting pole of puddling also to combine more firmly between connecting pole and wall, and then causes connecting pole
Antidetonation, cracking resistance effect are played, improves the construction quality of masonry.
In addition, in traditional filling walling Structural Engineering construction, according to the needs of engineering design in masonry structure
Constructing structure post.Filling walling and the masonry of constructional column adjacent regions should be built into gingival cyst of mucous gland in the newborn stranding, and gingival cyst of mucous gland in the newborn is rubbed with the hands and should first stepped back into each
Gingival cyst of mucous gland in the newborn stranding is preferably 60mm no more than 300mm, concavo-convex size along the size of short transverse.Then in the filling walling of both sides
Pour constructional column.The constructional column of this horse tooth trough formula, work of being vibrated in actual casting process are greatly limited, and stretch into masonry
Part concrete in structure can not fully be vibrated so that the compaction rate of constructional column is poor, cause constructional column antidetonation and
Tectonism is substantially reduced and fallen flat, and has had a strong impact on the construction quality of filling walling.
It is computed, the volume of the part stretched into masonry structure of horse tooth trough formula constructional column accounts for whole horse tooth trough formula constructional column
The 37.5% of volume.
Compared with traditional horse tooth trough formula constructional column, the connecting pole of wall is filled using the utility model, first, eliminates biography
The part that system horse tooth trough formula constructional column is stretched into filling walling, can save engineering cost；Secondly because on filling walling
Horse tooth trough is not formed, so in connecting pole casting process, concrete, which can be realized, fully to vibrate, so that connecting pole is more encrypted
It is real, it on the one hand can effectively strengthen the construction quality of connecting pole, on the other hand so that between connecting pole and filling walling
With reference to more firmly, further, make connecting pole that there is preferable tectonism and anti-seismic performance.
It should be noted that structure, ratio, size depicted in this specification institute accompanying drawings etc., only coordinating
Content disclosed in bright book, so that those skilled in the art understands and reads, being not limited to the utility model can implement
Qualifications, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size,
In the case where not influenceing the effect of the utility model can be generated and the purpose that can reach, all should still fall disclosed in the utility model
Technology contents obtain and can cover in the range of.Meanwhile in this specification it is cited as " on ", " under ", "left", "right", " in
Between " and " one " etc. term, be merely convenient to understanding for narration, and be not used to limit the enforceable scope of the utility model, its
Relativeness is altered or modified, in the case where changing technology contents without essence, when being also considered as the enforceable category of the utility model.
The utility model is described in detail above in association with accompanying drawing embodiment, those skilled in the art can root
Many variations example is made to the utility model according to described above.Thus, some details in embodiment should not be formed to this practicality
New restriction, the utility model will be used as protection domain using the scope that appended claims define.
Claims (7)
1. a kind of connecting pole for filling wall, it is characterised in that filling wall includes the first masonry and the second masonry being oppositely arranged, institute
State between the first masonry and second masonry formed with reserved casting space, the bottom of first masonry and second masonry
Sole plate is connected between portion, top plate, the connecting pole bag are connected between the top of first masonry and the second masonry
Include：
Bar construction, in the reserved casting space, the top of the bar construction is connected to institute by the first anchor rib
Top plate is stated, the bottom of the bar construction is connected to the sole plate by the second anchor rib；
Tension rib, the bar construction is connected to, the first end of the tension rib is embedded in first masonry in advance, the drawknot
Second end of muscle is embedded in second masonry in advance；And
Concrete, it is filled in the reserved casting space.
2. the connecting pole of filling wall according to claim 1, it is characterised in that the connecting pole also includes being connected to first
The first cracking resistance piece between masonry and the concrete.
3. the connecting pole of filling wall according to claim 2, it is characterised in that the connecting pole also includes being connected to second
The second cracking resistance piece between masonry and the concrete.
4. the connecting pole of filling wall according to claim 3, it is characterised in that the concrete is fiber concrete.
5. the connecting pole of filling wall according to claim 1, it is characterised in that the first end face of first masonry and institute
State and form the reserved casting space, the first end face of first masonry and described second between the first end face of the second masonry
The first end face of masonry is roughened surface.
6. the connecting pole of filling wall according to claim 1, it is characterised in that set between the top plate and the concrete
There is waterproof layer.
7. the connecting pole of filling wall according to claim 6, it is characterised in that the waterproof layer is Bituminous hemp fiber.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720616971.8U CN206971462U (en) | 2017-05-31 | 2017-05-31 | Fill the connecting pole of wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720616971.8U CN206971462U (en) | 2017-05-31 | 2017-05-31 | Fill the connecting pole of wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206971462U true CN206971462U (en) | 2018-02-06 |
Family
ID=61410635
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720616971.8U Expired - Fee Related CN206971462U (en) | 2017-05-31 | 2017-05-31 | Fill the connecting pole of wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206971462U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110685373A (en) * | 2019-09-16 | 2020-01-14 | 浙江绿筑集成科技有限公司 | Construction method of integrated exterior wall masonry system |
| CN112282123A (en) * | 2020-10-16 | 2021-01-29 | 合力建设有限公司 | Masonry filler wall constructional column and construction method thereof |
-
2017
- 2017-05-31 CN CN201720616971.8U patent/CN206971462U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110685373A (en) * | 2019-09-16 | 2020-01-14 | 浙江绿筑集成科技有限公司 | Construction method of integrated exterior wall masonry system |
| CN112282123A (en) * | 2020-10-16 | 2021-01-29 | 合力建设有限公司 | Masonry filler wall constructional column and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180206 |