CN108797834A - A kind of exterior wall and its construction method of form bracing - Google Patents
A kind of exterior wall and its construction method of form bracing Download PDFInfo
- Publication number
- CN108797834A CN108797834A CN201710305326.9A CN201710305326A CN108797834A CN 108797834 A CN108797834 A CN 108797834A CN 201710305326 A CN201710305326 A CN 201710305326A CN 108797834 A CN108797834 A CN 108797834A
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- China
- Prior art keywords
- exterior wall
- wall
- ear
- mounting ear
- mounting
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 22
- 238000009434 installation Methods 0.000 claims abstract description 21
- 230000002787 reinforcement Effects 0.000 claims abstract description 10
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 4
- 239000004570 mortar (masonry) Substances 0.000 claims description 15
- 239000004567 concrete Substances 0.000 claims description 8
- 238000011017 operating method Methods 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 210000005069 ears Anatomy 0.000 claims description 2
- 238000005034 decoration Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 4
- 238000004321 preservation Methods 0.000 abstract description 3
- 238000011900 installation process Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 5
- 208000037805 labour Diseases 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 206010054949 Metaplasia Diseases 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000015689 metaplastic ossification Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 230000032258 transport Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
Abstract
The invention discloses a kind of exterior wall of form bracing and its construction methods, its wall includes internal lobe wall, insulating layer, siphonal lobe wall, mounting ear, the insulating layer is located between internal lobe wall and siphonal lobe wall, the siphonal lobe wall lateral surface is equipped with decorative layer, the internal lobe wall, insulating layer and siphonal lobe wall are linked into an integrated entity by tension member, the internal lobe wall is equipped with the mounting ear of several outwardly convexs, the mounting ear is reinforced concrete structure, through-hole is equipped among the mounting ear, the mounting ear is internally provided with assembling reinforcement mount structure, assembling reinforcement mount structure tail portion is embedded in advance in siphonal lobe wall, the wall pre-embedded has auxiliary installation to load ear.Exterior wall using the present invention is equipped with insulating layer and decorative layer, has the effect of heat preservation decoration integrative；The mounting tool used in installation process is simple in structure, and installation is simple and convenient, shortens the construction time, improves working efficiency；Exterior wall directly leans on form bracing, and structure is more firm, and security performance and anti-seismic performance are more preferable.
Description
Technical field
The present invention relates to a kind of assembled architecture technical field, the exterior walls and its construction method of specifically a kind of form bracing.
Technical background
Traditional building is the pattern produced by site tissue manpower and materials mostly, because there are hand labors for it
Heavy dependence, the simple duplication of labour is more, scientific and technological content is beneath, raw materials consumption is big, waste is more, the construction time is long, working efficiency
It is extremely low, seriously pollute environment, the shortcomings of profitability is lower and lower, can be left behind by time at last, instead will be work
The new science and technology of the assembled architecture of factory's metaplasia production.
The advantages of assembled architecture refers to being built made of assemble in site with prefabricated component, this building is to build speed
Degree is fast, climate conditionality is small, saves labour, improves construction quality.Wherein prefabricated components are usually complete in professional factory
At then transporting onsite application, in the better quality of plant produced, in-site installation is time saving and energy saving, and working efficiency obtains greatly
Width improves.
Currently, precast facade is usually sandwiched thermal-insulating wall, it is connected internal lobe wall, insulating layer, siphonal lobe wall by tension member
Integrally.Since it has many advantages, such as that energy conservation and environmental protection and durable fire prevention, sandwich insulation exterior wall have been widely used.But at present
It is that wall is connected with beam when most precast facade installations, main force structure is on beam, i.e., precast facade passes through pre-buried
Load-bearing and connecting node on wall are connected with beam installation, and the connection quality of load-bearing and connecting node decides the connection of exterior wall
Quality.Exterior wall entirety stress is all transmitted to by load-bearing node on beam, once load-bearing node goes wrong, the connection of exterior wall will
Destroyed, this will External Wall connection safety cause prodigious challenge, there are certain security risks.
Invention content
Present invention aims at a kind of exterior wall and its construction method of form bracing is provided, exterior wall may be implemented and connect with pillar
Fixed, exterior wall bottom is directly installed on floor, and main stress plays the role of supporting exterior wall in floor, that is, floor, exterior wall by
Power is all right, and floor is stressed directly with exterior wall, and centre is not over the load-bearing joints being embedded on wall, in eliminating
Between security risk existing for power transmission, improve safety and the shock resistance of precast facade installation, connection is simple, and installation is rapid.
To achieve the goals above, the present invention adopts the following technical scheme that：
A kind of exterior wall of form bracing, wall include internal lobe wall, insulating layer, siphonal lobe wall, mounting ear, and the insulating layer is set
Between internal lobe wall and siphonal lobe wall, the siphonal lobe wall lateral surface is equipped with decorative layer, and the internal lobe wall, insulating layer and siphonal lobe wall are logical
It crosses tension member to link into an integrated entity, the internal lobe wall is equipped with the mounting ear of several outwardly convexs, and the mounting ear is reinforced concrete
Soil structure, the mounting ear centre are equipped with through-hole, and the mounting ear is internally provided with assembling reinforcement mount structure, the assembling reinforcement frame
Structure tail portions are embedded in advance in siphonal lobe wall, and the wall pre-embedded has auxiliary installation to load ear.
The decorative layer and the upper and lower ends of wall height mutually stagger.
The distribution of mounting ear square in shape that the internal lobe wall is equipped with, it is described to load that ear is symmetrical to be distributed in up and down two
Between a mounting ear.
The exterior wall is divided into exterior wall and lower exterior wall, and upper exterior wall and lower exterior wall combine up and down forms the complete exterior wall of one side,
The wall upper end of the upper exterior wall is arranged with the groove for avoiding floor concrete mount structure.
The exterior wall is divided into exterior wall and lower exterior wall, and upper exterior wall is equipped with half of window opening below, and the top of lower exterior wall is equipped with
Half of window opening, upper exterior wall and lower exterior wall combine up and down forms one side completely band window opening exterior wall, the wall upper end of the upper exterior wall
It is arranged with the groove for avoiding floor concrete mount structure.
The construction method of the exterior wall of form bracing of the present invention, including following operating procedure：
1) building main body frame is completed：The main body frame for completing building first is built, i.e. pillar and floor is all complete
At assembly；
2) lower exterior wall is installed：It needs to sit mortar under installation on the position of exterior wall in floor, the lower exterior wall of lifting to designated position,
Then the ear that loads of lower exterior wall left and right ends is connected using mounting tool, tension mounting tool makes lower exterior wall mounting ear pacify with pillar
Ear contraposition is filled, and mounting tool is fixed on the mounting ear of pillar evagination, finally smoothes out the mortar of seam crossing；
3) exterior wall is installed：Mortar is sat up straight on lower exterior wall, exterior wall is pressed into the mortar of lower exterior wall upper end in lifting, so
The ear that loads of upper exterior wall left and right ends is connected using mounting tool afterwards, tension mounting tool makes exterior wall mounting ear be installed with pillar
Ear aligns, and mounting tool is fixed on the mounting ear of pillar evagination, finally smoothes out the mortar of seam crossing；
4) cast-in-place mounting ear through-hole：Connection reinforcing bar and cast-in-place mixed is inserted on the through-hole of exterior wall mounting ear and pillar mounting ear
Solidifying soil makes exterior wall be connected with pillar；
5) adjacent exterior wall is installed：Every face external wall construction is such as aforesaid operations, until installation is complete is for the exterior wall of entire building
Only；
6) mounting tool is removed：After installation is complete, removes mounting tool and construction can be completed.
Using the exterior wall and its construction method of form bracing of the present invention, pre-buried mounting ear is connected and exterior wall with pillar on exterior wall
Bottom is directly installed on floor, makes main stress on floor, and structure is more firm, connection is simple, installation is rapid, further
Improve safety and the shock resistance of exterior wall installation；Assembling reinforcement mount structure and assembling reinforcement mount structure tail portion are equipped in mounting ear
Be embedded in siphonal lobe wall in advance, improve mounting ear with the globality of exterior wall and the stability connecting；Exterior wall is equipped with insulating layer and decoration
Layer, has the effect of heat preservation decoration integrative；Installation operation is simple and convenient, shortens the construction time, improves working efficiency.
Description of the drawings
Fig. 1 is the left view schematic diagram of the exterior wall of form bracing of the present invention.
Fig. 2 is the agent structure schematic diagram of the exterior wall of form bracing of the present invention.
Fig. 3 is schematic top plan view in Fig. 2.
Fig. 4 is the agent structure schematic diagram with window opening exterior wall of form bracing of the present invention.
Fig. 5 be form bracing of the present invention exterior wall and main body frame in pillar D and floor C scheme of installation.
Fig. 6 is F-F lines cross-sectional view in Fig. 5.
Fig. 7 is E-E lines cross-sectional view in Fig. 5.
Fig. 8 is enlarged diagram at X in Fig. 6.
Fig. 9 is enlarged diagram at Y in Fig. 7.
Specific implementation mode
1 the exterior wall and its construction method of form bracing of the present invention are further described to attached drawing 9 below in conjunction with the accompanying drawings：
As shown in Figures 1 to 4, a kind of exterior wall of form bracing of the present invention, wall includes internal lobe wall 1, insulating layer 2, outer
Leaf wall 3 and mounting ear 5, the insulating layer 2 are located between internal lobe wall 1 and siphonal lobe wall 3, and 3 lateral surface of siphonal lobe wall is equipped with
Decorative layer 4, the internal lobe wall 1, insulating layer 2 and siphonal lobe wall 3 are linked into an integrated entity by tension member, if the internal lobe wall 1 is equipped with
The mounting ear 5 of dry outwardly convex, the mounting ear 5 are reinforced concrete structure, and through-hole is equipped among the mounting ear 5, described
Mounting ear 5 is internally provided with assembling reinforcement mount structure 6, and 6 tail portion of assembling reinforcement mount structure is embedded in advance in siphonal lobe wall 3, the wall
Body is embedded with auxiliary installation and loads ear 7.The decorative layer 4 and the upper and lower ends height of wall mutually stagger；The internal lobe
The distribution of 5 square in shape of mounting ear that wall 1 is equipped with, it is described load ear 7 it is symmetrical be distributed in up and down two mounting ears 5 it
Between.
The exterior wall is divided into exterior wall A and lower exterior wall B, and it is complete outer that upper exterior wall A and lower exterior wall B or more combinations form one side
The wall upper end of wall, the upper exterior wall A is arranged with the groove 8 for avoiding floor concrete mount structure.
The exterior wall is divided into exterior wall A ' and lower exterior wall B ', and upper exterior wall A's ' is equipped with half of window opening below, lower exterior wall B's '
Top is equipped with half of window opening, and upper exterior wall A ' and lower exterior wall B ' combines exterior wall of the formation on one side completely with window opening 9 up and down, it is described on
The wall upper end of exterior wall A ' is arranged with the groove 8 for avoiding floor concrete mount structure.
The construction method of the exterior wall of form bracing of the present invention is as shown in Figures 5 to 9, its operating procedure is as follows：
1) building main body frame is completed：The main body frame for completing building first is built, i.e. pillar D and floor C are whole
Complete assembly；
2) lower exterior wall B is installed：Mortar is sat on the position of exterior wall B in the case where floor C needs to install, lifts lower exterior wall B to specifying
Then position loads ear 7 using the lower left and right ends exterior wall B of the connection of mounting tool 12, tensing mounting tool 12 makes lower exterior wall B's
The mounting ear 10 of mounting ear 5 and pillar D aligns and lower exterior wall B and floor C is made to be mutually perpendicular to, and then mounting tool 12 is fixed
On the mounting ear 10 of pillar D evaginations, the mortar of seam crossing is finally smoothed out；
3) exterior wall A is installed：Mortar is sat up straight on lower exterior wall B, exterior wall A is pressed into the upper ends lower exterior wall B mortar in lifting
In, then ear 7 is loaded using what mounting tool 12 was connected to the left and right ends upper exterior wall A, tensing mounting tool 12 makes exterior wall A's
The mounting ear 10 of mounting ear 5 and pillar D aligns and upper exterior wall A is made to be mutually perpendicular to lower exterior wall B, and then mounting tool 12 is consolidated
It is scheduled on the mounting ear 10 of pillar D evaginations, finally smoothes out the mortar of seam crossing；
4) cast-in-place mounting ear through-hole：Connection reinforcing bar 11 is inserted on the through-hole of exterior wall mounting ear 5 and pillar mounting ear 10 simultaneously
Cast-in-place concrete makes exterior wall be connected with pillar；
5) adjacent exterior wall is installed：Every face external wall construction is such as aforesaid operations, until installation is complete is for the exterior wall of entire building
Only；
6) mounting tool is removed：After installation is complete, removes mounting tool 12 and construction can be completed.
It is made of steel wire rope, flower basket bolt and one section of channel steel in mounting tool used in the present invention, and forms fastening and connect
It connects.
Using the exterior wall and its construction method of form bracing of the present invention, exterior wall is completed to produce in factory in advance, then transports existing
Field is installed, and in the exterior wall better quality of plant produced, plays the effects that reducing building cast-in-situ amount and being conducive to environmental protection；
Exterior wall is connected and fixed with pillar and leans on form bracing, and the weight of exterior wall directly acts on floor, with exterior wall in the prior art
Weight is remake by load-bearing node and is compared on beam, and load-bearing node this weak link is saved in centre, excludes its existing peace
Full hidden danger makes the safer stabilization of its structure；Exterior wall is equipped with insulating layer and decorative layer, has the effect of heat preservation decoration integrative；Peace
It is simple in structure to fill the mounting tool used in the process, it is simple to operate, shorten the construction time, improves working efficiency.
Claims (6)
1. a kind of exterior wall of form bracing, wall includes internal lobe wall, insulating layer, siphonal lobe wall, mounting ear, which is characterized in that institute
It states insulating layer to be located between internal lobe wall and siphonal lobe wall, the siphonal lobe wall lateral surface is equipped with decorative layer, the internal lobe wall, insulating layer
It is linked into an integrated entity by tension member with siphonal lobe wall, the internal lobe wall is equipped with the mounting ear of several outwardly convexs, the mounting ear
For reinforced concrete structure, the mounting ear centre is equipped with through-hole, and the mounting ear is internally provided with assembling reinforcement mount structure, described
Assembling reinforcement mount structure tail portion is embedded in advance in siphonal lobe wall, and the wall pre-embedded has auxiliary installation to load ear.
2. the exterior wall of form bracing according to claim 1, which is characterized in that the upper and lower ends of the decorative layer and wall
Height mutually staggers.
3. the exterior wall of form bracing according to claim 1, which is characterized in that the mounting ear that the internal lobe wall is equipped with is in
Square configuration is distributed, described to load that ear is symmetrical to be distributed in up and down between two mounting ears.
4. the exterior wall of form bracing according to claim 1, which is characterized in that the exterior wall is divided into exterior wall and lower outer
Wall, upper exterior wall and lower exterior wall combine up and down forms the complete exterior wall of one side, and the wall upper end of the upper exterior wall, which is arranged with, to be avoided
The groove of floor concrete mount structure.
5. the exterior wall of form bracing according to claim 1, which is characterized in that the exterior wall is divided into exterior wall and lower outer
Wall, upper exterior wall are equipped with half of window opening below, and the top of lower exterior wall is equipped with half of window opening, and upper exterior wall and lower exterior wall combine shape up and down
At one side completely with window opening exterior wall, the wall upper end of the upper exterior wall is arranged with the groove for avoiding floor concrete mount structure.
6. the construction method of the exterior wall of form bracing according to claim 1, which is characterized in that its operating procedure is as follows：
1) building main body frame is completed：The main body frame for completing building first is built, i.e., pillar and floor are fully completed dress
Match；
2) lower exterior wall is installed：Mortar is sat on the position of exterior wall in the case where floor needs to install, lifts lower exterior wall to designated position, then
The ear that loads of lower exterior wall left and right ends is connected using mounting tool, tension mounting tool makes lower exterior wall mounting ear and pillar mounting ear
Contraposition, and mounting tool is fixed on the mounting ear of pillar evagination, finally smooth out the mortar of seam crossing；
3) exterior wall is installed：Mortar is sat up straight on lower exterior wall, exterior wall is pressed into the mortar of lower exterior wall upper end in lifting, is then made
The ear that loads of upper exterior wall left and right ends is connected with mounting tool, tension mounting tool makes exterior wall mounting ear and pillar mounting ear pair
Position, and mounting tool is fixed on the mounting ear of pillar evagination, finally smooth out the mortar of seam crossing；
4) cast-in-place mounting ear through-hole：Connection reinforcing bar and cast-in-place concrete are inserted on the through-hole of exterior wall mounting ear and pillar mounting ear
Exterior wall is set to be connected with pillar；
5) adjacent exterior wall is installed：Every face external wall construction such as aforesaid operations, until installation is complete for the exterior wall of entire building；
6) mounting tool is removed：After installation is complete, removes mounting tool and construction can be completed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710305326.9A CN108797834A (en) | 2017-05-03 | 2017-05-03 | A kind of exterior wall and its construction method of form bracing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710305326.9A CN108797834A (en) | 2017-05-03 | 2017-05-03 | A kind of exterior wall and its construction method of form bracing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108797834A true CN108797834A (en) | 2018-11-13 |
Family
ID=64053508
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710305326.9A Pending CN108797834A (en) | 2017-05-03 | 2017-05-03 | A kind of exterior wall and its construction method of form bracing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108797834A (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1233306A (en) * | 1996-10-11 | 1999-10-27 | 迪考瑞·鲁达克 | Building elements |
| US20080155937A1 (en) * | 2004-04-21 | 2008-07-03 | Fredrik Sontum | Method for Building Houses |
| CN102369329A (en) * | 2009-03-30 | 2012-03-07 | 卡洛斯·弗拉德拉佩利克尔 | Functional system of a cement-mortar panel with prestressed biaxial reinforcement |
| CN102808450A (en) * | 2012-08-28 | 2012-12-05 | 初明进 | Assembled monolithic shear wall building structure and construction method thereof |
| CN202850194U (en) * | 2012-10-25 | 2013-04-03 | 长沙远大住宅工业有限公司 | Full prefabricated assembly type structural system |
| CN103422588A (en) * | 2012-05-15 | 2013-12-04 | 上海城建物资有限公司 | Decorating-bearing-integrated prefabricated inorganic sandwiched heat-insulating wall and manufacturing method thereof |
| CN205077653U (en) * | 2015-10-22 | 2016-03-09 | 天津市科信利达彩钢钢结构有限公司 | Novel compound sandwich wall structure of environmental protection |
| CN106065669A (en) * | 2014-09-29 | 2016-11-02 | 中铁四局集团有限公司 | Bar connecting mode in precast shear wall connecting elements |
| CN106480992A (en) * | 2016-10-20 | 2017-03-08 | 钟立朋 | A kind of heat insulation wall structure |
| CN206681203U (en) * | 2017-05-03 | 2017-11-28 | 李聪 | A kind of exterior wall of form bracing |
-
2017
- 2017-05-03 CN CN201710305326.9A patent/CN108797834A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1233306A (en) * | 1996-10-11 | 1999-10-27 | 迪考瑞·鲁达克 | Building elements |
| US20080155937A1 (en) * | 2004-04-21 | 2008-07-03 | Fredrik Sontum | Method for Building Houses |
| CN102369329A (en) * | 2009-03-30 | 2012-03-07 | 卡洛斯·弗拉德拉佩利克尔 | Functional system of a cement-mortar panel with prestressed biaxial reinforcement |
| CN103422588A (en) * | 2012-05-15 | 2013-12-04 | 上海城建物资有限公司 | Decorating-bearing-integrated prefabricated inorganic sandwiched heat-insulating wall and manufacturing method thereof |
| CN102808450A (en) * | 2012-08-28 | 2012-12-05 | 初明进 | Assembled monolithic shear wall building structure and construction method thereof |
| CN202850194U (en) * | 2012-10-25 | 2013-04-03 | 长沙远大住宅工业有限公司 | Full prefabricated assembly type structural system |
| CN106065669A (en) * | 2014-09-29 | 2016-11-02 | 中铁四局集团有限公司 | Bar connecting mode in precast shear wall connecting elements |
| CN205077653U (en) * | 2015-10-22 | 2016-03-09 | 天津市科信利达彩钢钢结构有限公司 | Novel compound sandwich wall structure of environmental protection |
| CN106480992A (en) * | 2016-10-20 | 2017-03-08 | 钟立朋 | A kind of heat insulation wall structure |
| CN206681203U (en) * | 2017-05-03 | 2017-11-28 | 李聪 | A kind of exterior wall of form bracing |
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20181113 |