CN105178451B - The anticorrosion structure and its construction method of the cladding node of assembled architecture outer wall - Google Patents
The anticorrosion structure and its construction method of the cladding node of assembled architecture outer wall Download PDFInfo
- Publication number
- CN105178451B CN105178451B CN201510680350.1A CN201510680350A CN105178451B CN 105178451 B CN105178451 B CN 105178451B CN 201510680350 A CN201510680350 A CN 201510680350A CN 105178451 B CN105178451 B CN 105178451B
- Authority
- CN
- China
- Prior art keywords
- embedded box
- cladding
- side fascia
- embedded
- node
- 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.)
- Active
Links
Abstract
The anticorrosion structure and its construction method of a kind of cladding node of assembled architecture outer wall, described exterior wall dried hanging node includes the embedded box being embedded in prefabricated cladding Side fascia and the hook base being fixedly connected with building body, and the hook base top enters the whole prefabricated cladding Side fascia of embedded box inner chamber upper support through embedded box side is open；Upper end is embedded with prefabricated cladding Side fascia and exposes floor, the Grouting Pipe of lower end connection embedded box inner chamber, construction between prefabricated cladding Side fascia and building body simultaneously is stayed provided with the U-shaped foam rods for surrounding exterior wall dried hanging node in seam, is surrounded construction with U-shaped foam rods in embedded box and is stayed the whole cladding node of injection filling concrete slurry parcel in seam.The present invention can make the permanent anti-corrosion of cladding node, it is ensured that out-hung panel is not fallen off, and service life is long, it is ensured that construction quality and security performance.
Description
Technical field
The invention belongs to construction engineering technical field, and in particular to a kind of anti-corrosion knot of the cladding node of assembled architecture outer wall
Structure and its construction method.
Background technology
At present in the building of China, exterior wall dried hanging mainly still uses glass curtain wall, but abroad, many public to build
Build project and largely use concrete and hung wallboard, this concrete and hung wallboard can embody alien invasion whole structure well, but
Simultaneously there is also the Anticorrosion at cladding node, this is due to that cladding component is made using steel, so need to enter
Row it is long when effective anticorrosive work, just can guarantee that out-hung panel is not fallen off, be allowed to and the building same life-span, it is ensured that construction quality and
Safety.
The content of the invention
The technical problems to be solved by the invention are：The problem of above-mentioned prior art is present is solved, and a kind of assembling is provided
The anticorrosion structure and its construction method of the cladding node of formula external wall, effective anti-corrosion when carrying out long to the cladding node of steel construction
Protection, it is ensured that out-hung panel is not fallen off, and accomplishes exterior wall dried hanging component and the equal service life of building body, it is ensured that construction quality with
Security performance.
The technical solution adopted by the present invention is：
A kind of anticorrosion structure of the cladding node of assembled architecture outer wall, described exterior wall dried hanging node is prefabricated including being embedded in
Embedded box in cladding Side fascia and the hook base being fixedly connected with building body, the hook base top is through embedded box side
Opening enters the whole prefabricated cladding Side fascia of embedded box inner chamber upper support；The present invention is embedded with prefabricated cladding Side fascia
Floor, the Grouting Pipe of lower end connection embedded box inner chamber are exposed in end, while between prefabricated cladding Side fascia and building body
Construction is stayed provided with the U-shaped foam rods for surrounding exterior wall dried hanging node in seam, is surrounded construction with U-shaped foam rods in embedded box and is stayed in seam
Inject the whole cladding node of filling concrete slurry parcel.
In above-mentioned technical proposal, described building body includes precast beam or shear wall.
In above-mentioned technical proposal, the side of the embedded box towards hook base is open, and the open top in embedded box side is provided with
The open positioning baffle of local block.
In above-mentioned technical proposal, bending stretching is provided with bending part, the hook base forward and up on the hook base top
The bending part in portion enters embedded box inner chamber top through embedded box opening, with the prefabricated cladding exterior wall of positioning baffle formation support
The structure of plate.
In above-mentioned technical proposal, the pre-buried set being bolted to connection with hook base is embedded with described building body
Cylinder.
In above-mentioned technical proposal, the embedded box is arranged on provided with open side and the medial surface of prefabricated cladding Side fascia
In same upright plane.
In above-mentioned technical proposal, the bending part on the hook base top is provided with stiffener plate.
In above-mentioned technical proposal, the construction between building body and prefabricated cladding Side fascia stays the portion of sewing on also using flexibility
The elongated joint filling of mortar.
A kind of anticorrosion structure construction method of the cladding node of assembled architecture outer wall, including：
1）Embedded box is prepared, one side is fabricated to steel plate to be had under the open, embedded box of five face closures, the medial surface of embedded box
Portion is open, and the medial surface top of embedded box is provided with the open positioning baffle of local block, and is provided with and can insert in the top surface of embedded box
Enter the jack of Grouting Pipe；
2）Hook base is prepared, is made of steel, hook base bottom is provided with bolt hole, and bending is stretched forward and up on hook base top
Go out to be provided with bending part；
3）When plant produced manufactures prefabricated cladding Side fascia, pre-buried embedded box and slip casting in prefabricated cladding Side fascia
Pipe, makes embedded box be arranged on provided with open side and the medial surface of prefabricated cladding Side fascia in same upright plane, while making note
The slurry pipe upper end mouth of pipe exposes floor face；
4）The pre-buried embedded sleeve barrel in building main body construction, makes the bolt hole of embedded sleeve barrel towards the outside of building body
Face；
5）After the completion of building main body construction, hook base is bolted and is fixed on building body；
6）Construction between prefabricated cladding Side fascia medial surface and building body lateral surface is stayed in seam, around embedded box position
Put the fixed U-shaped foam rods of installation, U-shaped foam rods it is opening up；
7）With the prefabricated cladding Side fascia of crane lifting, the bending part on hook base top is set to enter pre- through the open of embedded box
Bury box inner chamber top and positioning is blocked by positioning baffle, hoist lifting hook, which declines, puts down prefabricated cladding Side fascia, prefabricated cladding exterior wall
Plate is whole by hook seat supports；
8）Cement slurry is injected from the Grouting Pipe upper end mouth of pipe, cement slurry enters embedded box, embedded box from grouting port lower end
After filling is full, seam is stayed in the construction that cement slurry enters between prefabricated cladding Side fascia and building body from embedded box opening again, is entered
Contained by U-shaped foam rods row filling, the periphery of cement slurry；
9）After cement slurry curing molding, by whole exterior wall dried hanging node component, all parcel is solidificated in concrete, no
With contacting external air, will not oxidation and rusting, realize permanent anti-corrosion.
In above-mentioned technical proposal, described building body includes precast beam or shear wall.
In above-mentioned technical proposal, the construction between described building body and prefabricated cladding Side fascia stays the portion of sewing on also to use
The elongated joint filling of flexible mortar.
Operation principle and advantageous effect：
The Grouting Pipe that the present invention is led in embedded box a pre-buried lower end oblique first in prefabricated cladding Side fascia, slip casting
The upper end mouth of pipe of pipe exposes floor, at the same time, and the construction between prefabricated cladding Side fascia and building body is stayed adopts in seam
Cladding component is surrounded with U-shaped foam rods, U-shaped foam rods are opening up.Then cement mortar is poured into from the Grouting Pipe upper end mouth of pipe, from
The Grouting Pipe lower end mouth of pipe is flowed into filling to embedded box, is filled in embedded box after cement mortar, opening stream of the cement mortar from embedded box
Go out, be injected into the construction that U-shaped foam rods are surrounded and stay in seam, cladding component one integral piece is wrapped up, it is whole cladding after grout cures
Component completely cuts off with outside air, it is to avoid oxidation and rusting, realizes permanent anti-corrosion, it is ensured that out-hung panel will not fall off, eliminates safety
Hidden danger, accomplishes exterior wall dried hanging component and the equal service life of building body, and construction quality and security performance are protected.In addition it is pre-
Make cladding Side fascia be after the completion of main structure construction, then by its it is cladding up, so without prefabricated cladding Side fascia with
Building body is constructed simultaneously, greatly simplifies construction technology, improves the efficiency of assembling of building.Using the cladding of the present invention
Member anticorrosion structure, is that above-mentioned high construction efficiency fast provides guarantee.
Brief description of the drawings
Fig. 1 is schematic structural view of the invention.
1-prefabricated cladding Side fascia, 2-embedded box, 3-hook base, 4-Grouting Pipe, 5-embedded sleeve barrel, 6-cement mortar
Material, 7-precast beam, 8-laminated floor slab preformed layer, 9-laminated floor slab in-situ layer, 10-bolt, 11-U-shaped foam rods, 12-
The elongated joint filling of flexible mortar.
Embodiment
Participate in Fig. 1, the anticorrosion structure of the cladding node of assembled architecture outer wall of the invention, described exterior wall dried hanging node bag
The embedded box being embedded in prefabricated cladding Side fascia and the hook base being fixedly connected with building body are included, the hook base top is worn
Cross embedded box side open into the whole prefabricated cladding Side fascia of embedded box inner chamber upper support；The present invention is in prefabricated cladding exterior wall
Upper end is embedded with plate and exposes floor, the Grouting Pipe of lower end connection embedded box inner chamber, while in prefabricated cladding Side fascia with building
Build the construction between main body to stay provided with the U-shaped foam rods for surrounding exterior wall dried hanging node in seam, with U-shaped foam rods bag in embedded box
Enclose construction and stay the whole cladding node of injection filling concrete slurry parcel in seam.
Above-mentioned building body includes precast beam or shear wall.
Above-mentioned embedded box is towards the side opening of hook base, and the open top in embedded box side is provided with determining for local block opening
Position baffle plate.
Bending is stretched out provided with bending part forward and up on above-mentioned hook base top, and the bending part on the hook base top passes through institute
State embedded box opening and enter embedded box inner chamber top, the structure with the prefabricated cladding Side fascia of positioning baffle formation support.
The embedded sleeve barrel being bolted to connection with hook base is embedded with above-mentioned building body.
Above-mentioned embedded box is arranged in same upright plane provided with open side and the medial surface of prefabricated cladding Side fascia.
The bending part on above-mentioned hook base top is provided with stiffener plate.
The above-mentioned construction in building body between prefabricated cladding Side fascia stays the portion of sewing on also to be filled out using flexible mortar is elongated
Seam.
A kind of anticorrosion structure construction method of the cladding node of assembled architecture outer wall, including：
1）Embedded box is prepared, one side is fabricated to steel plate to be had under the open, embedded box of five face closures, the medial surface of embedded box
Portion is open, and the medial surface top of embedded box is provided with the open positioning baffle of local block, and is provided with and can insert in the top surface of embedded box
Enter the jack of Grouting Pipe；
2）Hook base is prepared, is made of steel, hook base bottom is provided with bolt hole, and bending is stretched forward and up on hook base top
Go out to be provided with bending part；
3）When plant produced manufactures prefabricated cladding Side fascia, pre-buried embedded box and slip casting in prefabricated cladding Side fascia
Pipe, makes embedded box be arranged on provided with open side and the medial surface of prefabricated cladding Side fascia in same upright plane, while making note
The slurry pipe upper end mouth of pipe exposes floor face；
4）The pre-buried embedded sleeve barrel in building main body construction, makes the bolt hole of embedded sleeve barrel towards the outside of building body
Face；
5）After the completion of building main body construction, hook base is bolted and is fixed on building body；
6）Construction between prefabricated cladding Side fascia medial surface and building body lateral surface is stayed in seam, around embedded box position
Put the fixed U-shaped foam rods of installation, U-shaped foam rods it is opening up；
7）With the prefabricated cladding Side fascia of crane lifting, the bending part on hook base top is set to enter pre- through the open of embedded box
Bury box inner chamber top and positioning is blocked by positioning baffle, hoist lifting hook, which declines, puts down prefabricated cladding Side fascia, prefabricated cladding exterior wall
Plate is whole by hook seat supports；
8）Cement slurry is injected from the Grouting Pipe upper end mouth of pipe, cement slurry enters embedded box, embedded box from grouting port lower end
After filling is full, seam is stayed in the construction that cement slurry enters between prefabricated cladding Side fascia and building body from embedded box opening again, is entered
Contained by U-shaped foam rods row filling, the periphery of cement slurry；
9）After cement slurry curing molding, by whole exterior wall dried hanging node component, all parcel is solidificated in concrete, no
With contacting external air, will not oxidation and rusting, realize permanent anti-corrosion.
Above-mentioned building body includes precast beam or shear wall.
Construction between above-mentioned building body and prefabricated cladding Side fascia stays the portion of sewing on also to use the elongated joint filling of flexible mortar.
Claims (10)
1. a kind of anticorrosion structure of the cladding node of assembled architecture outer wall, described exterior wall dried hanging node includes being embedded in prefabricated do
The embedded box in Side fascia and the hook base being fixedly connected with building body are hung, the hook base top is spacious through embedded box side
Mouth enters the whole prefabricated cladding Side fascia of embedded box inner chamber upper support；Characterized in that, being embedded with prefabricated cladding Side fascia
The Grouting Pipe that floor, lower end are communicated to embedded box inner chamber is exposed in upper end, at the same prefabricated cladding Side fascia and building body it
Between construction stay U-shaped foam rods open provided with embedded box side is surrounded in seam, can be in embedded box and U by Grouting Pipe
The construction that type foam rods are surrounded, which is stayed, injects filling concrete slurry in seam.
2. the anticorrosion structure of the cladding node of assembled architecture outer wall according to claim 1, it is characterised in that described builds
Building main body includes precast beam or shear wall.
3. the anticorrosion structure of the cladding node of assembled architecture outer wall according to claim 1, it is characterised in that described pre-buried
The side of box towards hook base is open, and the open top in embedded box side is provided with the open positioning baffle of local block.
4. the anticorrosion structure of the cladding node of assembled architecture outer wall according to claim 3, it is characterised in that the hook
Bending is stretched out provided with bending part forward and up on seat top, and the bending part on the hook base top enters through embedded box opening
Embedded box inner chamber top, the structure with the prefabricated cladding Side fascia of positioning baffle formation support.
5. the anticorrosion structure of the cladding node of assembled architecture outer wall according to claim 1, it is characterised in that described builds
Build the embedded sleeve barrel for being embedded with and being bolted to connection with hook base in main body.
6. the anticorrosion structure of the cladding node of assembled architecture outer wall according to claim 1, it is characterised in that described pre-buried
Box is arranged in same upright plane provided with open side and the medial surface of prefabricated cladding Side fascia.
7. the anticorrosion structure of the cladding node of assembled architecture outer wall according to claim 4, it is characterised in that the hook
The bending part on seat top is provided with stiffener plate.
8. the anticorrosion structure of the cladding node of assembled architecture outer wall according to claim 1, it is characterised in that in building master
Construction between body and prefabricated cladding Side fascia stays the portion of sewing on also to use the elongated joint filling of flexible mortar.
9. a kind of construction method of the anticorrosion structure of the cladding node of assembled architecture outer wall, including：
1）Embedded box is prepared, one side is fabricated to steel plate the open, embedded box of five face closures, and the medial surface bottom of embedded box is opened
Mouth, the medial surface top of embedded box is provided with the open positioning baffle of local block, and is provided with pluggable note in the top surface of embedded box
Starch the jack of pipe；
2）Hook base is prepared, is made of steel, hook base bottom is provided with bolt hole, and bending stretching is set forward and up on hook base top
There is bending part；
3）When plant produced manufactures prefabricated cladding Side fascia, pre-buried embedded box and Grouting Pipe in prefabricated cladding Side fascia make
Embedded box is arranged in same upright plane provided with open side and the medial surface of prefabricated cladding Side fascia, while making in Grouting Pipe
End pipe mouthful exposes floor face；
4）The pre-buried embedded sleeve barrel in building main body construction, makes the bolt hole of embedded sleeve barrel towards the lateral surface of building body；
5）After the completion of building main body construction, hook base is bolted and is fixed on building body；
6）Construction between prefabricated cladding Side fascia medial surface and building body lateral surface is stayed in seam, around embedded box position peace
The fixed U-shaped foam rods of dress, U-shaped foam rods it is opening up；
7）With the prefabricated cladding Side fascia of crane lifting, the opening of bending part through the embedded box on hook base top is set to enter embedded box
Positioning is simultaneously blocked in inner chamber top by positioning baffle, and hoist lifting hook, which declines, puts down prefabricated cladding Side fascia, and prefabricated cladding Side fascia is whole
It is individual by hook seat supports；
8）Cement slurry is injected from the Grouting Pipe upper end mouth of pipe, cement slurry enters embedded box from grouting port lower end, pre-buried box filled
Seam is stayed in Man Hou, the construction that cement slurry enters between prefabricated cladding Side fascia and building body from embedded box opening again, is filled out
Fill, the periphery of cement slurry is contained by U-shaped foam rods；
9）After cement slurry curing molding, by whole exterior wall dried hanging node component all parcel be solidificated in concrete, not with outside
Boundary's air contact, will not oxidation and rusting, realize permanent anti-corrosion.
10. the construction method of the anticorrosion structure of the cladding node of assembled architecture outer wall according to claim 9, its feature exists
In described building body includes precast beam or shear wall；Construction between described building body and prefabricated cladding Side fascia
The portion of sewing on is stayed also to use the elongated joint filling of flexible mortar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510680350.1A CN105178451B (en) | 2015-10-21 | 2015-10-21 | The anticorrosion structure and its construction method of the cladding node of assembled architecture outer wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510680350.1A CN105178451B (en) | 2015-10-21 | 2015-10-21 | The anticorrosion structure and its construction method of the cladding node of assembled architecture outer wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105178451A CN105178451A (en) | 2015-12-23 |
| CN105178451B true CN105178451B (en) | 2017-08-04 |
Family
ID=54900838
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510680350.1A Active CN105178451B (en) | 2015-10-21 | 2015-10-21 | The anticorrosion structure and its construction method of the cladding node of assembled architecture outer wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105178451B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107916731A (en) * | 2017-10-11 | 2018-04-17 | 长沙远大住宅工业（江苏）有限公司 | A kind of cladding connecting node of assembled architecture outer wall hanging plate and its construction method |
| CN108286316B (en) * | 2018-04-05 | 2023-11-03 | 陕西建工新型建材有限公司 | U-shaped precast concrete externally-hung wallboard and construction method |
| CN110424598B (en) * | 2019-08-09 | 2020-09-11 | 中国水利水电第八工程局有限公司 | Assembly type frame external wallboard system and construction method thereof |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201381615Y (en) * | 2009-04-10 | 2010-01-13 | 中建二局第二建筑工程有限公司 | Connecting device for cladding panel on external wall |
| CN104895279A (en) * | 2015-06-26 | 2015-09-09 | 长沙远大住宅工业集团有限公司 | Dry hanging connecting structure of precast outer wallboard and precast beam and construction method of dry hanging connecting structure |
| CN205063056U (en) * | 2015-10-21 | 2016-03-02 | 长沙远大住宅工业集团有限公司 | Anticorrosion structure of node is hung futilely to assembly type structure outer wall |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002138649A (en) * | 2000-11-06 | 2002-05-17 | Ig Tech Res Inc | Repairing method of alc exterior wall |
-
2015
- 2015-10-21 CN CN201510680350.1A patent/CN105178451B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201381615Y (en) * | 2009-04-10 | 2010-01-13 | 中建二局第二建筑工程有限公司 | Connecting device for cladding panel on external wall |
| CN104895279A (en) * | 2015-06-26 | 2015-09-09 | 长沙远大住宅工业集团有限公司 | Dry hanging connecting structure of precast outer wallboard and precast beam and construction method of dry hanging connecting structure |
| CN205063056U (en) * | 2015-10-21 | 2016-03-02 | 长沙远大住宅工业集团有限公司 | Anticorrosion structure of node is hung futilely to assembly type structure outer wall |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105178451A (en) | 2015-12-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207919363U (en) | A kind of Filled Steel Tubular Arch Bridge low level assembly lifting system | |
| CN104947921B (en) | Flue structure and its construction method of installation | |
| CN102852552A (en) | High-water material filling column and construction method thereof | |
| CN105178451B (en) | The anticorrosion structure and its construction method of the cladding node of assembled architecture outer wall | |
| CN102337906A (en) | Construction method for pouring airtight partition wall between recovered roadway and reserved roadway | |
| CN209670120U (en) | A kind of precast shear wall | |
| CN205063056U (en) | Anticorrosion structure of node is hung futilely to assembly type structure outer wall | |
| CN109914644A (en) | A kind of assembled heat insulation masonry wall and preparation method thereof | |
| CN109812620A (en) | Primary concreting large-diameter steel pipe concrete pack method | |
| CN108708452A (en) | The U-shaped integral prefabricated window member that floats, assembled float window joint structure and its construction method | |
| CN112482406A (en) | Anchor rod supporting device for slope support | |
| CN103628575A (en) | Large-altitude-difference variable-section concrete structure construction joint and construction method thereof | |
| CN102383371A (en) | Overpass concrete outside-hanged cantilever type flower bed and construction method thereof | |
| CN205577430U (en) | Concrete placement structure is managed to big scale of construction composite steel concrete column body swift current ball formula pipe cluster in ground | |
| CN209482598U (en) | A kind of half grout sleeve | |
| CN208650086U (en) | A kind of movable type streetlamp foundation | |
| CN207760862U (en) | It is a kind of applied to underwater flush type cushion cap without bottom concrete steel lifted trunk structure | |
| CN202416156U (en) | Concrete external-mounted cantilever type parterre of flyover | |
| CN109944236A (en) | Root pile actively follows track delamination pour slurry system and construction method | |
| CN206529712U (en) | Assembled steel reinforced concrete aliform type culvert opening | |
| CN215253640U (en) | High-rise assembled prefabricated shear wall | |
| CN207846677U (en) | The ductility connecting structure of first floor vertical member and basement roof | |
| CN210686009U (en) | Shield tunnel two-lining concrete structure | |
| CN209369106U (en) | A kind of integral prefabricated masonry structure | |
| CN209482296U (en) | A kind of canal formula soil cement interpolation assembled underground continuous wall prestressing force wallboard |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20170303 Address after: 410013 high tech Zone, Hunan, Shandong Province, East Red Road, No. 18, large living room, within the hospital, No. Applicant after: Hunan Yuanda construction Limited by Share Ltd Address before: 410013 Changsha high tech Development Zone, Yuelu, Hunan Avenue, Changsha Yuanda Industrial Group Co., Ltd. Applicant before: CHANGSHA BROAD HOMES INDUSTRIAL INTERNATIONAL CO., LTD. |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant |