CN208329267U - A kind of wall body structure - Google Patents
A kind of wall body structure Download PDFInfo
- Publication number
- CN208329267U CN208329267U CN201821681634.8U CN201821681634U CN208329267U CN 208329267 U CN208329267 U CN 208329267U CN 201821681634 U CN201821681634 U CN 201821681634U CN 208329267 U CN208329267 U CN 208329267U
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- Prior art keywords
- wall body
- body structure
- wall
- expansion bolt
- utility
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- 229910000831 Steel Inorganic materials 0.000 claims description 31
- 239000010959 steel Substances 0.000 claims description 31
- 239000004570 mortar (masonry) Substances 0.000 claims description 5
- 229920002472 Starch Polymers 0.000 claims 1
- 235000019698 starch Nutrition 0.000 claims 1
- 238000005336 cracking Methods 0.000 abstract description 3
- 239000008267 milk Substances 0.000 description 8
- 210000004080 milk Anatomy 0.000 description 8
- 235000013336 milk Nutrition 0.000 description 8
- 239000002002 slurry Substances 0.000 description 6
- 239000000463 material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 229920006389 polyphenyl polymer Polymers 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model proposes a kind of wall body structures, comprising: to spaced wallboard, grouting chamber is formed between two wallboards；It is set between wallboard there are two expansion bolt, two expansion bolts are connected with each other and are connected on two wallboards.Wall body structure provided by the utility model, setting expansion bolt are able to ascend the rigidity of wall body structure entirety, and reliability is higher.Since two wallboards are connected with each other when earthquake simultaneously, the shear behavior of wall body structure is more preferable, can reduce a possibility that wall generates Large Area Cracking or even collapses.
Description
Technical field
The utility model relates to technical field of buildings, in particular to a kind of wall body structure.
Background technique
Assembled architecture is widely used in building trade.In assembled architecture, wall part frequently with light lath every
Wall (hereinafter referred to as wallboard) in work progress, is attached between wallboard using bonding mortar, while wallboard filler is frequently with hair
Class, glue powder polyphenyl particle class concrete product are steeped, overall stiffness is lower.Shear resistance is poor when earthquake, and large area is caused to open
The phenomenon that splitting or even collapsing.
Utility model content
The utility model aims to solve at least one of technical problems existing in the prior art or related technologies.
In view of this, the purpose of this utility model is to provide a kind of wall body structures.
To achieve the goals above, the technical solution of the utility model provides a kind of wall body structure, comprising: relative spacing
The wallboard of setting forms grouting chamber between two wallboards；It is equipped with expansion bolt on two wallboards, one of two expansion bolts
Quartile is in intracavitary and interconnection of being in the milk.
In the present solution, two expansion bolts are connected on two wallboards, and two expansion bolt connections, to realize
The interconnection of two wallboards.By the way that expansion bolt is arranged, it is able to ascend the rigidity of wall body structure entirety, reliability is higher.Together
When earthquake when be connected with each other due to two wallboards, the shear behavior of wall body structure is more preferable, can reduce wall and generates large area and open
A possibility that splitting or even collapsing.
Wherein it is preferred to expansion bolt is uniformly distributed on wallboard, so that reducing that wall body structure local strength is insufficient can
It can property.
In the above-mentioned technical solutions, it is preferable that expansion bolt is equipped with hook, and steel wire is connected on two hooks, with reality
Connection between existing two expansion bolts.
In any of the above-described technical solution, it is preferable that further include euphroe, one end of euphroe and one of expanding screw
It tethers and connects, the other end is connect by steel wire with another expansion bolt.
In any of the above-described technical solution, it is preferable that wall with a thickness of 100~200mm.
In any of the above-described technical solution, it is preferable that the height of wall is not higher than 6000mm.
In any of the above-described technical solution, it is preferable that the grouting pressure for the chamber that is in the milk is 0.3~0.5MPa.
In any of the above-described technical solution, it is preferable that grouting intra-bladder instillation has mortar.
The additional aspect and advantage of the utility model will become obviously in following description section, or practical new by this
The practice of type is recognized.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the wall body structure of one embodiment according to the present utility model；
Fig. 2 is the partial structure diagram of the wall body structure of one embodiment according to the present utility model.
Wherein, the appended drawing reference in Fig. 1 and Fig. 2 and the corresponding relationship between component names are as follows:
1 wallboard, 2 expansion bolts, 3 steel wires, 31 steel wire buckles, 4 euphroes.
Specific embodiment
In order to be more clearly understood that the above objects, features, and advantages of the utility model, with reference to the accompanying drawing and have
The utility model is further described in detail in body embodiment.It should be noted that in the absence of conflict, this Shen
The feature in embodiment and embodiment please can be combined with each other.
Many details are explained in the following description in order to fully understand the utility model, still, this is practical
Novel to be implemented using other than the one described here other modes, therefore, the protection scope of the utility model is simultaneously
It is not limited by the specific embodiments disclosed below.
Some embodiments according to the present utility model are described referring to Fig. 1 to Fig. 2.
As depicted in figs. 1 and 2, the utility model provides a kind of wall body structure, comprising: the wallboard 1 of relative spacing setting,
Grouting chamber is formed between two wallboards 1, is in the milk intracavitary filled with concrete.It is equipped with expansion bolt 2 on two wallboards 1, two
A part of expansion bolt 2 is located to be in the milk intracavitary and be connected with each other (such as to be connected, and steel wire passes through steel wire buckle 31 by steel wire 3
Realize fastening).
In the present solution, two expansion bolts 2 are connected on two wallboards 1, and two expansion bolts 2 connect, with
Realize the interconnection of two wallboards 1.By the way that expansion bolt 2 is arranged, it is able to ascend the rigidity of wall body structure entirety, reliability is more
It is high.Since two wallboards 1 are connected with each other when earthquake simultaneously, the shear behavior of wall body structure is more preferable, can reduce wall and generate greatly
A possibility that area cracking even collapses.
Wherein it is preferred to which expansion bolt 2 is uniformly distributed on wallboard 1, so that it is insufficient to reduce wall body structure local strength
Possibility.
As shown in Figure 1, steel wire 3 is connected to two extensions in the above embodiment, it is preferable that expansion bolt 2 is equipped with hook
On hook, to realize the connection between two expansion bolts 2.
In the present solution, the connection of steel wire 3 can be convenient for, by setting hook convenient for the installation of expansion bolt 2.
As shown in Fig. 2, in any of the above-described embodiment, it is preferable that further include euphroe 4, one end of euphroe 4 with wherein
One expansion bolt 2 connects, and the other end is connect by steel wire 3 with another expansion bolt 2.(such as connection is set on euphroe 4
Ring and hook, the connection ring of euphroe 4 are directly hung on the hook of an expansion bolt 2, and the hook of euphroe 4 passes through steel wire 3
It is connect with another expansion bolt 2).
In the present solution, euphroe 4 can taut wire 3, two walls can be reduced when spacing is larger between two wallboards 1
A possibility that plate 1 deviates outward improves the anti-seismic performance of wall.
Wherein, euphroe 4 includes 4 main body of euphroe and the connection ring and hook that connect with 4 main body screw of euphroe, even
Connecing ring and hook can rotate relative to 4 main body of euphroe, to adjust the distance between connection ring and hook, and then adjust steel wire
3 elastic, realization tight rope.
In any of the above-described embodiment, it is preferable that wall with a thickness of 100~200mm.
In any of the above-described embodiment, it is preferable that the height of wall is not higher than 6000mm.
In any of the above-described embodiment, it is preferable that the grouting pressure for the chamber that is in the milk is 0.3~0.5MPa.
In one embodiment of the utility model, wall with a thickness of 100mm, when the height of wall is not higher than 2800mm
When, selection specification is the buckle expansion bolt 2 of M6 (i.e. the internal diameter of the bolt sleeve of expansion bolt 2 is 6mm), steel wire 3
Specification is Φ 3 (i.e. the outer diameter of steel wire 3 is 3mm), and steel wire 3 is connected directly between on two expansion bolts 2.
In another embodiment of the utility model, wall with a thickness of 100mm, when the height of wall is higher than 2800mm
And when being not higher than 3600mm, selecting specification is the buckle expansion bolt 2 of M8, and the specification of steel wire 3 is Φ 6, an expanding screw
Bolt 2 is equipped with euphroe 4, and 3 one end of steel wire is connect with euphroe 4, and the other end is connected on another expansion bolt 2.
In another embodiment of the utility model, wall with a thickness of 100mm, when the height of wall is higher than 3600mm
And when being not higher than 6000mm, selecting specification is the buckle expansion bolt 2 of M10, and the specification of steel wire 3 is Φ 6, an expanding screw
Bolt 2 is equipped with euphroe 4, and 3 one end of steel wire is connect with euphroe 4, and the other end is connected on another expansion bolt 2.
In one embodiment of the utility model, wall with a thickness of 200mm, when the height of wall is not higher than 2800mm
When, selection specification is the buckle expansion bolt 2 of M6 (i.e. diameter is 6mm), and the specification of steel wire 3 is that (i.e. diameter is Φ 3
3mm), and steel wire 3 is connected directly between on two expansion bolts 2.
In another embodiment of the utility model, wall with a thickness of 200mm, when the height of wall is higher than 2800mm
And when being not higher than 3600mm, selecting specification is the buckle expansion bolt 2 of M8, and the specification of steel wire 3 is Φ 3, an expanding screw
Bolt 2 is equipped with euphroe 4, and 3 one end of steel wire is connect with euphroe 4, and the other end is connected on another expansion bolt 2.
In another embodiment of the utility model, wall with a thickness of 200mm, when the height of wall is higher than 3600mm
And when being not higher than 6000mm, selecting specification is the buckle expansion bolt 2 of M10, and the specification of steel wire 3 is Φ 6, an expanding screw
Bolt 2 is equipped with euphroe 4, and 3 one end of steel wire is connect with euphroe 4, and the other end is connected on another expansion bolt 2.
In another embodiment of the utility model, wall with a thickness of 200mm, when the height of wall is higher than 6000mm
When, selecting specification is the buckle expansion bolt 2 of M12, and the specification of steel wire 3 is Φ 6, and an expansion bolt 2 is equipped with tight rope
Device 4,3 one end of steel wire are connect with euphroe 4, and the other end is connected on another expansion bolt 2.
In above multiple embodiments, expansion bolt 2, the steel wire 3 of Different Rule are selected according to the thickness of wall and height
And euphroe 4 is installed as needed, can either proof strength, and the waste of material can be reduced, save production cost.
The build process of wall is as follows:
1, infrared ray level unwrapping wire delimit the anchor point size of space as needed.
2, using electric hammer aperture on wallboard 1, aperture depth is greater than 10dm, and the buckle bolt that rises is assembled, is filled in hole,
It pre-tightens.
3, according to Fig. 1, upper and lower hooks tangle steel wire 3 respectively, tighten gib head；For higher-height wall, middle part
It installs finished product euphroe 4 additional, is fastened.
4, wallboard 1 is installed, and after two side calibrations, wallboard 1 opens grout hole.In top drilling, bore size 15-20mm,
10-30mm at the top of the centre distance of hole；When using lower part grouting method, bottom opening size 15-20mm, hole centre distance bottom 10-
30mm。
5, starting to be in the milk, top grouting, 15 seconds or so, it is full to be in the milk that slurry is overflow on top, do not started the slurry that overflows by 15 seconds such as,
Or overflow slurry without top always, it is blocked for cavity, needing to slot inspection and handles tamper；Lower part grouting, using screw rod elevator pump,
Grouting pressure 0.3Mpa-0.5Mpa, after 10 seconds top overflow slurry for be in the milk it is full, such as do not started by 10 seconds overflow slurry, or always without
Overflow slurry at top, blocks for cavity, needing to slot inspection and handles tamper.In this step, the perfusion of mortar in grouting chamber is realized,
Mortar filling grouting chamber.
6, when 100mm thick wall body height is greater than 3.6 meters, and 150mm or more thickness wall height is greater than 6 meters, grouting will divide
Section grouting, once grouting are no more than wall height 2/3, after standing 7d after grouting, back-grouting.Grouting is used alternatingly up and down.
The technical solution of the utility model is had been described in detail above with reference to the accompanying drawings, by the technical solution of the utility model,
Expansion bolt is set, is able to ascend the rigidity of wall body structure entirety, reliability is higher.Since two wallboards are mutual when earthquake simultaneously
Connection, the shear behavior of wall body structure is more preferable, can reduce a possibility that wall generates Large Area Cracking or even collapses.
In the present invention, term " first ", " second ", " third " are only used for the purpose of description, and should not be understood as
Indication or suggestion relative importance；Term " multiple " then refers to two or more, unless otherwise restricted clearly.Term " peace
Dress ", " connected ", " connection ", the terms such as " fixation " shall be understood in a broad sense, can also be with for example, " connection " may be a fixed connection
It is to be detachably connected, or be integrally connected；" connected " can be directly connected, can also be indirectly connected through an intermediary.It is right
For those skilled in the art, can understand as the case may be above-mentioned term in the present invention specifically contain
Justice.
In the description of the utility model, it is to be understood that term " on ", "lower", "left", "right", "front", "rear" etc. refer to
The orientation or positional relationship shown be based on the orientation or positional relationship shown in the drawings, be merely for convenience of description the utility model and
Simplify description, rather than the device or unit of indication or suggestion meaning there must be specific direction, with specific orientation construction
And operation, it is thus impossible to be construed as a limitation of the present invention.
In the description of this specification, the description of term " one embodiment ", " some embodiments ", " specific embodiment " etc.
Mean that particular features, structures, materials, or characteristics described in conjunction with this embodiment or example are contained at least the one of the utility model
In a embodiment or example.In the present specification, schematic expression of the above terms are not necessarily referring to identical embodiment
Or example.Moreover, the particular features, structures, materials, or characteristics of description can be in any one or more embodiment or examples
In can be combined in any suitable manner.
The above is only the preferred embodiments of the utility model, are not intended to limit the utility model, for this field
Technical staff for, various modifications and changes may be made to the present invention.Within the spirit and principle of the utility model,
Any modification, equivalent replacement, improvement and so on should be included within the scope of protection of this utility model.
Claims (7)
1. a kind of wall body structure characterized by comprising
The wallboard (1) of relative spacing setting forms grouting chamber between two wallboards (1)；
It is equipped with expansion bolt (2) on two wallboards (1), a part of two expansion bolts (2) is located at the filling
It starches intracavitary and is connected with each other.
2. wall body structure according to claim 1, which is characterized in that
The expansion bolt (2) is equipped with hook, is connected between the hook of two expansion bolts by steel wire (3).
3. wall body structure according to claim 1, which is characterized in that
It further include euphroe (4), one end of the euphroe is connect with one of expansion bolt (2), and the other end passes through steel wire
(3) it is connect with another expansion bolt (2).
4. wall body structure according to any one of claim 1 to 3, which is characterized in that
The wall with a thickness of 100~200mm.
5. wall body structure according to any one of claim 1 to 3, which is characterized in that
The height of the wall is not higher than 6000mm.
6. wall body structure according to any one of claim 1 to 3, which is characterized in that
The grouting pressure of the grouting chamber is 0.3~0.5MPa.
7. wall body structure according to any one of claim 1 to 3, which is characterized in that
The grouting intra-bladder instillation has mortar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821681634.8U CN208329267U (en) | 2018-10-17 | 2018-10-17 | A kind of wall body structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821681634.8U CN208329267U (en) | 2018-10-17 | 2018-10-17 | A kind of wall body structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208329267U true CN208329267U (en) | 2019-01-04 |
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ID=64784644
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821681634.8U Active CN208329267U (en) | 2018-10-17 | 2018-10-17 | A kind of wall body structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN208329267U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114179060A (en) * | 2020-09-12 | 2022-03-15 | 重庆牛迪创新科技有限公司 | Quick release device of acting as go-between |
-
2018
- 2018-10-17 CN CN201821681634.8U patent/CN208329267U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114179060A (en) * | 2020-09-12 | 2022-03-15 | 重庆牛迪创新科技有限公司 | Quick release device of acting as go-between |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210824 Address after: 102400 No. 18, Jianshe Road, Kaixuan street, Liangxiang, Fangshan District, Beijing - d14266 Patentee after: Beijing Danuo Construction Technology Development Co., Ltd Address before: Room 201, floor 2, unit 5, building 10, yard 25, Jinghai 4th Road, economic and Technological Development Zone, Daxing District, Beijing 100011 Patentee before: BEIJING DANUO XINGSHENG CONSTRUCTION ENGINEERING Co.,Ltd. |