CN208748818U - Building construction - Google Patents
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- CN208748818U CN208748818U CN201820800607.1U CN201820800607U CN208748818U CN 208748818 U CN208748818 U CN 208748818U CN 201820800607 U CN201820800607 U CN 201820800607U CN 208748818 U CN208748818 U CN 208748818U
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- 238000009435 building construction Methods 0.000 title 1
- 239000004567 concrete Substances 0.000 claims abstract description 35
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 9
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 26
- 229910052742 iron Inorganic materials 0.000 claims description 13
- 239000006260 foam Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 28
- 239000000463 material Substances 0.000 abstract description 12
- 238000004904 shortening Methods 0.000 abstract description 2
- 238000005266 casting Methods 0.000 abstract 2
- 239000011449 brick Substances 0.000 description 14
- 238000000034 method Methods 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 4
- 239000004744 fabric Substances 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 238000005553 drilling Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000005192 partition Methods 0.000 description 3
- 241001669679 Eleotris Species 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000009471 action Effects 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 239000002817 coal dust Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- 238000004378 air conditioning Methods 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 238000009877 rendering Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present application discloses a building. In one embodiment, the building includes structural members made of reinforced concrete cast; the non-structural wall is formed by pouring plain concrete; and a buffer member disposed between the structural member and the non-structural wall and integrated with the structural member and the non-structural wall after casting. In the present application, by using a plain concrete non-structural wall, casting a structural member together with the non-structural wall, and connecting a buffer member made of an anti-seismic material in advance between the reinforced concrete structural member and the plain concrete non-structural wall, it is possible to improve the anti-seismic performance of a building while shortening the construction period and reducing the construction cost.
Description
Technical field
This application involves building engineering fields, and in particular, to building and its construction method for seismic region.
Background technique
China is in seismic region.As earthquake happens occasionally in recent years, for the building with preferable anti-seismic performance
The research of object is particularly important.
The rigidity of structure of building (especially, the more Housing Project of wall) is bigger, the earthquake lotus that building is born
It carries bigger.It, can if all walls (including structural wall and non-structural wall) are all made of reinforced concrete wall by taking house as an example
Structural beams/wall/column sectional dimension can be made to increase and increase arrangement of reinforcement, to increase building cost.
Solves the problems, such as that the scheme generallyd use is in industry: most of non-structural load bearing wall use the aerated bricks of lightweight/
Coal-dust brick etc. does wall material.
In general, separately being built in two stages using the concrete component of the house of brick wall.In the first phase, to by
The structural elements (for example, structural column) of load-bearing made of armored concrete is constructed.Later, in second stage, for example,
In the middle and later periods of the entire construction period of house, to such as dark concrete lintel of inside/outside door-window opening and column, waterproof tongue and groove, drop
Waterline, air-conditioning plate etc. are constructed, this is in industry referred to as " construction of second coagulation soil structure ".
Specifically, it may for example comprise the conventional construction method of the house of non-structural load-bearing brick wall is as follows:
Firstly, building support brick wall structure concealed beam and sleeper.For example, can by drilling dowel, build odd-job platform, nail
Template pricks the processes such as iron and placing concrete construction support brick wall structure concealed beam and sleeper.
Then, the processes such as wall and plaster (that is, plastering) of laying bricks are carried out.The process may include by English mud, sand, workbench, mould
Each floor from ground handling to high building such as plate, steel, concrete, therefore a large amount of human and material resources and time will be spent.
Then, it constructs to secondary structure.For example, this can include: drilling dowel, nailing template prick iron and pour coagulation
Soil.
Above-mentioned traditional house and its construction method using aerated bricks/coal-dust brick etc. as non-structural load bearing wall for example may be used
At least one of can have the following problems:
1) drilling may knock first wife's muscle, so that needing to change bore position, go out in loose, concrete so as to cause steel root
The problems such as existing honeycomb and brick wall deviation, therefore often it is difficult to control the quality of building；
2) other than external wall waterproof layer, brick wall can not provide second waterproof action, lead to that there may be more serious
Leakage；
3) in order to improve the reliability of building, the wall of brick wall is usually thicker, to influence building practical；And
4) process repeats, and construction duration is long.
Therefore, it is necessary to design a kind of at least to have that antidetonation, low cost, Construction Bank's short time limit, at least one in easy to leak be not excellent
The building and its construction method of point.
Utility model content
This application provides be suitable for seismic region, the building of at least one drawbacks described above in the prior art can be overcome
Object and its construction method.
The one side of the application provides such a building, which includes: structural elements, by armored concrete
It pours and is made；Non-structural wall, is poured by plain concrete and is made；And buffer unit, be set to structural elements and non-structural wall it
Between, and one is formed with structural elements and non-structural wall after pouring.
In certain optional embodiments, structural elements and non-structural wall are concrete component made of pouring jointly.
In certain optional embodiments, buffer unit is arranged in the left side, right side and bottom side of non-structural wall.
In certain optional embodiments, buffer unit is formed by plain concrete or foamed material.
In certain optional embodiments, buffer unit is prefabricated bar.
In certain optional embodiments, buffer unit extends on the length direction of non-structural wall.
In certain optional embodiments, buffer unit is centrally arranged on the thickness direction of non-structural wall.
In certain optional embodiments, iron net is provided in non-structural wall, buffer unit is fixed on structure structure by iron net
The junction of part and non-structural wall.
Two aspects of the application provide the construction method of such a building, this method comprises: building structure component
Frame and be laid with reinforcing bar；The frame of non-structural wall is built, so that the frame of the frame abutment structure component of non-structural wall；Non-
The frame that prefabricated buffer unit makes buffer unit be connected to structural elements is arranged in at least side of the frame of structural wall,
In, buffer unit is as can reduce because stress material caused by earthquake is formed；And utilize the common pouring structure structure of concrete
Part and non-structural wall.
In certain optional embodiments, the construction method further include: before being poured, using iron net by buffer part
Part is fixed on the junction of structural elements Yu non-structural wall.
In certain optional embodiments, the construction method further include: before being poured, buffer part is made in advance
Part.
Using the technical solution of the application, by using the non-structural wall of plain concrete, to structural elements and non-structural wall one
Reinforced concrete structural element and plain concrete are connected to by the ready-made buffer unit of anti-seismic material with pouring and utilizing
Between non-structural wall, the anti-seismic performance of building can be improved, while shortening construction duration, reducing construction cost.
Detailed description of the invention
In conjunction with attached drawing, by the detailed description of following non-limiting embodiment, other features, purpose and excellent
Point will become apparent.In the accompanying drawings:
Fig. 1 is the elevation according to a part of the building of the application before pouring；
Fig. 2 be show it is viewed from above, according to the connection full-page proof between the non-structural wall and structural elements of the application
Figure；
Fig. 3 A is shown between the non-structural wall and structural elements of first embodiment viewed from above, according to the application
Connection full-page proof figure；
Fig. 3 B is to show to intercept from unilateral observation, according to the line B-B in Fig. 1 of the first embodiment of the application
Figure；
Fig. 4 is shown between the non-structural wall and structural elements of second embodiment viewed from above, according to the application
Connection full-page proof figure；
Fig. 5 is shown from unilateral observation, the figure intercepted according to the line B-B in Fig. 1 of the 3rd embodiment of the application；
Fig. 6 A is shown between the non-structural wall and structural elements of fourth embodiment viewed from above, according to the application
Connection full-page proof figure；And
Fig. 6 B is to show to intercept from unilateral observation, according to the line B-B in Fig. 1 of the fourth embodiment of the application
Figure.
List of numerals
100 buildings
110 structural elements
120 non-structural walls
130 buffer units
140 extruded sheets
150 iron nets
112 structural columns
114 structural beams
Specific embodiment
It is described in detail below in conjunction with various aspects of the attached drawing to the application, to more fully understand the application.It answers
Understand, these specific descriptions are only the explanations to the illustrative embodiments of the application, without limiting the scope of the present application.
In this specification in the whole text and in whole attached drawings, identical appended drawing reference indicates identical element.For ease of description,
Part relevant to technical theme is only shown in attached drawing.In addition, in the accompanying drawings, for ease of description, may exaggerate some elements,
The size and shape of part or part.Attached drawing is merely illustrative and and non-critical drawn to scale.
Specific embodiment is combined to further describe the application below with reference to accompanying drawings.
This application involves building (for example, house) and its construction method can be mainly used in seismic region.Specifically,
The structural elements of building and non-structural wall use concrete complete cast-in-place and pour together, for example, using armored concrete knot
Structure component and the non-structural wall of plain concrete.Using special between reinforced concrete structural element and the non-structural wall of plain concrete
Connection design, for example, setting can reduce the prefabricated buffer unit because of stress caused by earthquake.
Below in conjunction with Fig. 1 and Fig. 2 description according to the building of the application.For the convenience of description, herein by taking house as an example
The design of the application is explained, but the application is not limited to this.
According to the building of the application embodiment can include: structural elements is poured by armored concrete and is made；It is non-structural
Wall is poured by plain concrete and is made；And buffer unit, it is set between structural elements and non-structural wall, and pouring it
One is formed with structural elements and non-structural wall afterwards.
Fig. 1 is the elevation according to a part of the building of the application before pouring, and shows non-structural wall, surrounds
Connection between the structural elements of the non-structural wall and non-structural wall and structural elements.
As shown in Figure 1, building 100 may include structural elements 110 and non-structural wall 120.It is house in building 100
In the case of, structural elements 110 may be, for example, structural column, structural beams, floor of house etc., and non-structural wall 120 may be, for example, house
Exterior wall or interior wall (such as, partition wall).However, this is only example, it can also be bridge, tunnel according to the building 100 of the application
Road, dam, Landscape Architecture etc..
For clarity and conciseness, Fig. 1 shows non-structural wall 120 with lattice-shaped, that is, shows non-structural wall 120 and is pouring
The frame being laid with before, and Fig. 1 only shows 110 position of structural elements.
Structural elements 110 is in top side, bottom side, the adjacent non-structural wall 120 of left and right side.Specifically, it is located at left side and the right side
The structural elements 110 of side may be, for example, structural column, can support house in the weight of vertical direction；Structural elements positioned at bottom side
110 may be, for example, bottom floor；Structural elements 110 positioned at top side may be, for example, structural beams or can be top floor.
Building 100 further includes buffer unit 130.Buffer unit 130 is arranged in structural elements 110 and non-structural wall 120
Between be used as coupling part.Before being poured to structural elements 110 and non-structural wall 120 (as shown in Figure 1), delay
Component 130 is rushed to be made in advance.
As shown in Figure 1, buffer unit 130 may be arranged at the left side, right side and bottom side of buffer unit 130, to avoid because of four
The building 100 that side is arranged buffer unit 130 and be may cause collapses.However, the setting position of buffer unit 130
It is only exemplary rather than limitation, for example, its two sides that can also be provided at non-structural wall 120, such as left and right side.
In alternative embodiments, buffer unit 130 is formed as the material that can reduce because of stress caused by earthquake,
Such as it can be formed by plain concrete or foamed material.Optionally, buffer unit 130 is prefabricated bar.Still optionally further,
Buffer unit 130 extends on the length direction of non-structural wall 120.
As shown in Figure 1, buffer unit 130 is in long strip, and for example extend along the whole length of non-structural wall 120.
However, the material, the buffer unit 130 that form buffer unit 130 are long relative to the extension of structural elements 110 and non-structural wall 120
Degree is only exemplary rather than limitation.Its design idea is: on the one hand ensuring that building has excellent anti-seismic performance, on the other hand not
Meeting is so that the reliability of building significantly deteriorates.For example, other materials and arrangement can be used according to the actual situation.
In the following, in conjunction with the configuration of the buffer unit 130 in Fig. 2 explanation figure 1.Fig. 2 be show it is viewed from above, according to this
The figure of connection full-page proof between the non-structural wall and structural elements of application.Fig. 2 only shows the side of non-structural wall 120.
As shown in Fig. 2, non-structural wall 120, in left side abutment structure column 112, the downside of non-structural wall 120 is disposed with structure
Beam 114, wherein structural column 112 and structural beams 114 correspond to above structure component 110.
In alternative embodiments, buffer unit 130 is centrally arranged on the thickness direction of non-structural wall 120.
Structural column 112 and the thickness of structural beams 114 may be the same or different.The thickness of non-structural wall 120 is smaller than structural column
112 and the thickness of structural beams 114 be specifically advisable with that can play antihunt action and not influence pouring for concrete.Buffer part
Part 130 is centrally arranged at the side of non-structural wall 120, and abutment structure column 112.
For example, in the figure 2 example, the thickness of structural column 112 and structural beams 114 can for example be 200 millimeters (mm), non-
The thickness of structural wall 120 may be, for example, 120mm.However, this is only exemplary rather than limitation.Non-structural wall 120 can built according to it
The application in object is built, such as the position in house has different thickness with effect.It is detailed specific embodiment will to be referred and synthesized hereinafter
The thickness of non-structural wall 120 and size and the position of buffer unit 130 are carefully described.
In alternative embodiments, it is provided with iron net 150 in non-structural wall 120, iron net 150 consolidates buffer unit 130
It is scheduled on the junction of structural elements 110 (for example, structural column 112) Yu non-structural wall 120.
As shown in Fig. 2, iron net 150 can be arranged along the length of non-structural wall 120.In this way, be buffered in addition to fixed
Except component 130, iron net 150 can also at least partly prevent the concrete in non-structural wall 120 from falling off after pouring completion.
Optionally, in order to improve the heat insulation effect of building, building 100 may include extruded sheet 140, for example, foam squeezes
Mould plate.For example, referring back to Fig. 1, the buffer unit of structural elements 110 (for example, bottom floor of house) and bottom of bottom side
Extruded sheet 140 is provided between 130.
Next, describing the size and setting of buffer unit 130 in conjunction with first to fourth embodiment referring to Fig. 3 A to Fig. 6 B
Position.
As previously mentioned, non-structural wall 120 can have different thickness.Structural elements 110 with a thickness of
In the case where 200mm, the thickness of non-structural wall 120 may be, for example, 100mm, 120mm, 150mm and 200mm, correspond respectively to
First to fourth embodiment.
First embodiment
Fig. 3 A is shown between the non-structural wall and structural elements of first embodiment viewed from above, according to the application
Connection full-page proof figure.Its side for only showing non-structural wall 120 specifically shows non-structural wall 120 and buffer unit
130 size in length and thickness direction.
Fig. 3 B be show from side (for example, left or right side), according to the first embodiment of the application along Fig. 1
In line B-B interception figure.It shows non-structural wall 120 between top structure component 110 and bottom structure component 110,
Specifically, the size of non-structural wall 120 and buffer unit 130 in height and width direction is shown.
In this embodiment, structural column 112 and the thickness of structural beams 114 are 200mm, non-structural wall 120 with a thickness of
100mm.The case where embodiment (the plain concrete wall of 100mm) is for example applicable to indoor dividing wall.
Elongation (that is, length) of the buffer unit 130 on the length direction of non-structural wall 120 is 100mm.Buffer part
Elongation (that is, thickness) of the part 130 on the thickness direction of non-structural wall 120 is 30mm；And medially cloth in this direction
It is placed in non-structural wall 120, specifically, at a distance of each 35mm in inner side and outer side of non-structural wall 120.Buffer unit 130 is in non-knot
Elongation (that is, height) in 120 short transverse of structure wall is 100mm.
Second embodiment
Fig. 4 is shown between the non-structural wall and structural elements of second embodiment viewed from above, according to the application
Connection full-page proof figure.Its side for only showing non-structural wall 120 specifically shows non-structural wall 120 and buffer unit
130 size in length and thickness direction.
In this embodiment, structural column 112 and the thickness of structural beams 114 are 200mm, non-structural wall 120 with a thickness of
120mm。
Elongation (that is, length) of the buffer unit 130 on the length direction of non-structural wall 120 is 100mm.Buffer part
Elongation (that is, thickness) of the part 130 on the thickness direction of non-structural wall 120 is 40mm；And medially cloth in this direction
It is placed in non-structural wall 120, specifically, at a distance of each 40mm in inner side and outer side of non-structural wall 120.Buffer unit 130 is in non-knot
Elongation (that is, height) in 120 short transverse of structure wall is 100mm.
3rd embodimentFig. 5 is to show from side (for example, left or right side), implemented according to the third of the application
The figure of the line B-B interception in Fig. 1 of example.It shows non-structural wall 120 and is located at top structure component 110 and bottom structure component
Between 110, specifically, the size of non-structural wall 120 and buffer unit 130 in height and width direction is shown.
In this embodiment, structural column 112 and the thickness of structural beams 114 are 200mm, non-structural wall 120 with a thickness of
150mm.The embodiment (the plain concrete wall of 150mm) is for example applicable to each point of family partition wall, each house type and public hall and walks
The case where corridor dividing wall, each house type thank to dividing wall.
Elongation (that is, length) of the buffer unit 130 on the length direction of non-structural wall 120 is 100mm.Buffer part
Elongation (that is, thickness) of the part 130 on the thickness direction of non-structural wall 120 is 50mm；And medially cloth in this direction
It is placed in non-structural wall 120, specifically, at a distance of each 50mm in inner side and outer side of non-structural wall 120.Buffer unit 130 is in non-knot
Elongation (that is, height) in 120 short transverse of structure wall is 100mm.
Fourth embodiment
Fig. 6 A is shown between the non-structural wall and structural elements of fourth embodiment viewed from above, according to the application
Connection full-page proof figure.Its side for only showing non-structural wall 120 specifically shows non-structural wall 120 and buffer unit
130 size in length and thickness direction.
Fig. 6 B be show from side (for example, left or right side), according to the fourth embodiment of the application along Fig. 1
In line B-B interception figure.It shows non-structural wall 120 between top structure component 110 and bottom structure component 110,
Specifically, the size of non-structural wall 120 and buffer unit 130 in height and width direction is shown.
In this embodiment, structural column 112 and the thickness of structural beams 114 are 200mm, non-structural wall 120 with a thickness of
200mm.The embodiment (the plain concrete wall of 200mm) is for example applicable to the case where requiring partition wall and structural column square.
Elongation (that is, length) of the buffer unit 130 on the length direction of non-structural wall 120 is 100mm.Buffer part
Elongation (that is, thickness) of the part 130 on the thickness direction of non-structural wall 120 is 80mm；And medially cloth in this direction
It is placed in non-structural wall 120, specifically, at a distance of each 60mm in inner side and outer side of non-structural wall 120.Buffer unit 130 is in non-knot
Elongation (that is, height) in 120 short transverse of structure wall is 100mm.
Although first to fourth embodiment gives many numerical value, this is only example, for example, can according to circumstances use
Other numerical value.
Next, the construction method for combining Fig. 1 and Fig. 2 description according to the above-mentioned building of the application will be returned.
According to the application embodiment, the construction method of building includes: the frame of building structure component and is laid with reinforcing bar；
The frame of non-structural wall is built, so that the frame of the frame of non-structural wall and structural elements connects；In the frame of non-structural wall
The frame that prefabricated buffer unit makes buffer unit be connected to structural elements is arranged, wherein buffer unit is by energy at least side
It is enough to mitigate because stress material caused by earthquake is formed；And utilize the common pouring structure component of concrete and non-structural wall.
Specifically, it in Fig. 1 and example shown in Fig. 2, for example can comprise the following steps that according to the construction method of the application
Step 1: on the basis of the underside structures component 110 previously having had been built up, the structure structure of left and right side is built
The frame of part 110 is simultaneously laid with reinforcing bar.
Step 2: building the frame of non-structural wall 120, is allowed to adjacent with the frame of structural elements 110, desired to obtain
Building layout.It is noted that being different from structural elements 110, non-structural wall 12 is without being laid with reinforcing bar.
Step 3: prefabricated buffer unit 130 is arranged in left side, right side and the bottom side of the frame of non-structural wall 120.It is optional
Ground, buffer unit 130 are made in advance before being poured, for example, the buffer unit 130 and when needs of being prefabricated in the factory
Using being carried to construction site when buffer unit 130.
Step 4: iron net 150 is arranged in (optionally) in non-structural wall 120, so that buffer unit 130 is relative to non-structural
Wall 120 and structural elements 110 are fixed.
Step 5: sealing plate is carried out from surrounding to the frame of structural elements 110 and non-structural wall 120.In this step, frame
Open upper end to provide the entrance of concreting.
Step 6: it is poured above frame, while to structural elements 110 and non-structural wall 120.
Step 7: non-to form reinforced concrete structural element 110 and plain armored concrete in the concrete setting poured
After structural wall 120, sealing plate is removed.
Step 8: as needed, step 1 is repeated at least some of seven in other places to be onstructed.
It should be understood that although step 1 is described in detail above to step 7, above-mentioned steps are only exemplary rather than limit
System can add or omit some steps, the step of substitution can be used or changeable one for example, in alternative embodiments
The sequence of a little steps.
Using the building and its construction method according to the application, it can be improved the anti-seismic performance of building, shorten simultaneously
Construction duration reduces construction cost.Specifically, it can be achieved that at least one of following technical effect:
1) it by using the non-structural wall substitution brick wall of plain concrete or reinforced concrete wall, can avoid to cause because of brick wall
Exterior wall leakage, caused by avoiding because of reinforced concrete wall section increase, arrangement of reinforcement increases, cost improves, overall structure rigidity increasing
Add, the thickness of foundation wall can be reduced and thus increases indoor usable floor area rate；
2) complete cast-in-place by being carried out simultaneously to non-structural wall and structural elements, the works such as secondary structure and interior exterior rendering can be exempted
Sequence and the construction for completing wall ahead of time, to save construction man power and material, cripetura integral constructing period；
3) by designing in non-structural wall and structural elements using the special connection of buffer unit, the anti-of building can be improved
Shock stability.
It should be noted that in the absence of conflict, the feature in embodiment and embodiment in the application can
To be combined with each other.
In herein in the whole text, term is not limited to meaning defined by literal go up, but is not departing from for example appended power of the application
In the case that benefit requires the range limited, cover the different device for realizing same or similar function.
For example, the ordinal number noun of " first ", " second " etc. is only for distinguishing an element with another element,
Without limiting its sequence or importance；The space relative terms of "upper", "lower" etc. are not limited to orientation shown in the drawings, but
Including device being differently directed in use；Term "and/or" include any of one or more of related listed item and
All combinations；Term "include", "comprise" and/or " having " indicate there is stated spy when used in this manual
Sign, step, operations, elements, and/or components, but do not preclude the presence or addition of one or more other features, step, operation, member
Part, component and/or combination thereof；Term " illustrative " is intended to indicate that example or illustration；Term " substantially ", " about " and
Similar word indicates approximate rather than degree, and be intended to illustrate by by those skilled in the art will appreciate that, measured value or meter
Inherent variability in calculation value；When describing the implementation of this application, term " can with " indicates that " one or more of the application is real
Apply mode "；When after the list for appearing in listed feature, the term of such as "...... at least one" modifies entire list
And the discrete component in non-list.In addition, in each embodiment of the application, unless in addition reversely point out, otherwise singular
It may include plural reference.
It should be understood that unless otherwise defined, otherwise all terms (including technical terms and scientific terms) used herein
All have meaning identical with the meaning that the application those of ordinary skill in the art are generally understood.In addition, term (such as
The term defined in common dictionary) should be interpreted that with their consistent meanings of meaning in the context of related technologies,
And not idealization or it is too formal in the sense that explain, unless herein clearly so limit.
Above description is only the better embodiment of the application and the explanation to present techniques principle.Art technology
Personnel should be understood that application range involved in the application is not limited to skill made of the specific combination by above-mentioned technical characteristic
Art scheme.For example, having carried out detailed explanation to the building of the application and its construction method by taking house as an example herein.But
Scope of the present application is not limited to house, but is defined solely by the appended claims.
In the case where not departing from the application design, the application should also cover by above-mentioned technical characteristic or its equivalent feature into
Row any combination and the other technologies scheme formed.Such as features described above and the technology with similar functions disclosed herein
Feature is replaced mutually and the technical solution that is formed.
Claims (8)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820800607.1U CN208748818U (en) | 2018-05-25 | 2018-05-25 | Building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820800607.1U CN208748818U (en) | 2018-05-25 | 2018-05-25 | Building construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208748818U true CN208748818U (en) | 2019-04-16 |
Family
ID=66053583
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820800607.1U Active CN208748818U (en) | 2018-05-25 | 2018-05-25 | Building construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208748818U (en) |
-
2018
- 2018-05-25 CN CN201820800607.1U patent/CN208748818U/en active Active
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