CN205063056U - Anticorrosion structure of node is hung futilely to assembly type structure outer wall - Google Patents
Anticorrosion structure of node is hung futilely to assembly type structure outer wall Download PDFInfo
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- CN205063056U CN205063056U CN201520812852.0U CN201520812852U CN205063056U CN 205063056 U CN205063056 U CN 205063056U CN 201520812852 U CN201520812852 U CN 201520812852U CN 205063056 U CN205063056 U CN 205063056U
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- embedded box
- node
- cladding
- side fascia
- futilely
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Abstract
The utility model provides an anticorrosion structure of node is hung futilely to assembly type structure outer wall, the outer wall hang futilely the node include pre -buried prefabricated in hanging the side fascia futilely the embedded box and with building subject fixed connection's couple seat, couple seat upper portion is passed the whole prefabrication of the embedded box uncovered entering embedded box inner chamber upper strut in side and is hung the side fascia futilely, prefabricated hang the pre -buried slip casting pipe that has the upper end to expose floor layer, lower extreme intercommunication embedded box inner chamber in the side fascia futilely, be equipped with the U type foam stick who surrounds the outer wall and hang the node futilely simultaneously in the seam is stayed in prefabricated construction of hanging futilely between side fascia and the building subject, surround the construction with U type foam stick and stay to inject into in the seam and pack the whole node of hanging futilely of cement thick liquids parcel in the embedded box. The utility model discloses it is anticorrosive for a long time to enable futilely to hang the node, ensures that externally -hanging wallboard does not drop, and long service life guarantees building quality and security performance.
Description
Technical field
The utility model belongs to construction engineering technical field, is specifically related to the anticorrosion structure of the cladding node of a kind of assembled architecture outer wall.
Background technology
At present in the building of China, exterior wall dried hanging mainly still adopts curtain wall, but abroad, many public building projects adopt concrete and hung wallboard in a large number, this concrete and hung wallboard can embody alien invasion whole structure well, but also there is the Anticorrosion of cladding Nodes simultaneously, this due to cladding component be adopt steel be made, so effective anticorrosive work when need carry out long, guarantee out-hung panel does not come off, make it the same life-span with building, guarantee construction quality and safety.
Utility model content
Technical problem to be solved in the utility model is: solve above-mentioned prior art Problems existing; and the anticorrosion structure of the cladding node of a kind of assembled architecture outer wall is provided; effective anti-corrosion protection when carrying out long to the cladding node of steel work; guarantee that out-hung panel does not come off; accomplish exterior wall dried hanging component and building body equal application life, ensure construction quality and security performance.
The technical solution adopted in the utility model is:
The anticorrosion structure of the cladding node of a kind of assembled architecture outer wall, described exterior wall dried hanging node comprises the embedded box be embedded in prefabricated cladding side fascia and the hook base be fixedly connected with building body, and described hook base top enters the whole prefabricated cladding side fascia of embedded box inner chamber upper support through embedded box side is uncovered; The utility model is embedded with the Grouting Pipe that tier is exposed in upper end, lower end is communicated with embedded box inner chamber in prefabricated cladding side fascia, the U-shaped foam rods being provided with and surrounding exterior wall dried hanging node is stayed in seam in construction simultaneously between prefabricated cladding side fascia and building body, stays in seam inject the whole cladding node of filling concrete slurry parcel in embedded box with U-shaped foam rods encirclement construction.
In technique scheme, described building body comprises precast beam or shear wall.
In technique scheme, described embedded box is uncovered towards the side of hook base, and uncovered top, embedded box side is provided with the uncovered positioning baffle of local block.
In technique scheme, described hook base top forward upwards bending stretch out and be provided with bending part, the bending part on described hook base top enters embedded box inner chamber top through described embedded box is uncovered, forms with positioning baffle the structure supporting prefabricated cladding side fascia.
In technique scheme, in described building body, be embedded with the embedded sleeve barrel be bolted to connection with hook base.
In technique scheme, the medial surface that described embedded box is provided with uncovered side and prefabricated cladding side fascia is arranged in same upright plane.
In technique scheme, the bending part on described hook base top is provided with reinforcement gusset.
In technique scheme, the construction between building body and prefabricated cladding side fascia stays the portion of sewing on also to adopt the elongated joint filling of flexible mortar.
An anticorrosion structure construction method for the cladding node of assembled architecture outer wall, comprising:
1) embedded box is prepared, be made into one side with steel plate and have embedded box that is uncovered, five face closures, the medial surface bottom of embedded box is uncovered, and the medial surface top of embedded box is provided with the uncovered positioning baffle of local block, and is provided with the jack that can insert Grouting Pipe at the end face of embedded box;
2) prepare hook base, make of steel, hook base bottom has bolt hole, hook base top forward upwards bending stretch out and be provided with bending part;
3) when plant produced manufactures prefabricated cladding side fascia, pre-buried embedded box and Grouting Pipe in prefabricated cladding side fascia, the medial surface making embedded box be provided with uncovered side and prefabricated cladding side fascia is arranged in same upright plane, makes the Grouting Pipe upper end mouth of pipe expose floor face simultaneously;
4) the pre-buried embedded sleeve barrel when building main body construction, makes the lateral surface of bolt hole towards building body of embedded sleeve barrel;
5), after building main body construction completes, 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, installs fixing U-shaped foam rods around embedded box position, U-shaped foam rods opening up;
7) with the prefabricated cladding side fascia of crane lifting, the bending part on hook base top is made to enter embedded box inner chamber top through the uncovered of embedded box and block location by positioning baffle, hoist lifting hook declines and puts down prefabricated cladding side fascia, and prefabricated cladding side fascia is whole to be supported by hook base;
8) cement slurry is injected from the Grouting Pipe upper end mouth of pipe, cement slurry enters embedded box from grouting port lower end, embedded box is filled completely, cement slurry stays seam from the uncovered construction entered between prefabricated cladding side fascia and building body of embedded box again, fill, the periphery of cement slurry is contained by U-shaped foam rods;
9), after cement slurry curing molding, whole exterior wall dried hanging node component is all wrapped up and is solidificated in concrete, not with contacting external air, can not oxidation and rusting, realize anticorrosion for a long time.
In technique scheme, described building body comprises precast beam or shear wall.
In technique scheme, the construction between described building body and prefabricated cladding side fascia stays the portion of sewing on also to adopt the elongated joint filling of flexible mortar.
Operating principle and advantageous effect:
The utility model first in prefabricated cladding side fascia an oblique pre-buried lower end lead to the Grouting Pipe in embedded box, the upper end mouth of pipe of Grouting Pipe exposes tier, meanwhile, construction between prefabricated cladding side fascia and building body is stayed in seam and is adopted U-shaped foam rods to surround cladding component, and U-shaped foam rods is opening up.Then cement paste is poured into from the Grouting Pipe upper end mouth of pipe, flowing into from the Grouting Pipe lower end mouth of pipe is filled in embedded box, after filling cement paste in embedded box, cement paste is from the uncovered outflow of embedded box, being injected into the construction that U-shaped foam rods surrounds stays in seam, by cladding component one integral piece parcel, after grout cures, whole cladding component and isolate from outer air, avoid oxidation and rusting, realizes anticorrosion for a long time, ensure that out-hung panel can not come off, eliminate potential safety hazard, accomplish exterior wall dried hanging component and building body equal application life, construction quality and security performance are protected.In addition prefabricated cladding side fascia is after main structure construction completes, then it claddingly to be got on, so construct without the need to prefabricated cladding side fascia and building body simultaneously, greatly simplifies construction technology, improves the efficiency of assembling of building.Adopt cladding member anticorrosion structure of the present utility model, for above-mentioned high construction efficiency fast provides guarantee.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation.
1-prefabricated cladding side fascia, 2-embedded box, 3-hook base, 4-Grouting Pipe, 5-embedded sleeve barrel, 6-cement slurry, 7-precast beam, 8-laminated floor slab preformed layer, 9-laminated floor slab in-situ layer, 10-bolt, 11-U-shaped foam rods, the elongated joint filling of 12-flexible mortar.
Detailed description of the invention
Participate in Fig. 1, the anticorrosion structure of the cladding node of assembled architecture outer wall of the present utility model, described exterior wall dried hanging node comprises the embedded box be embedded in prefabricated cladding side fascia and the hook base be fixedly connected with building body, and described hook base top enters the whole prefabricated cladding side fascia of embedded box inner chamber upper support through embedded box side is uncovered; The utility model is embedded with the Grouting Pipe that tier is exposed in upper end, lower end is communicated with embedded box inner chamber in prefabricated cladding side fascia, the U-shaped foam rods being provided with and surrounding exterior wall dried hanging node is stayed in seam in construction simultaneously between prefabricated cladding side fascia and building body, stays in seam inject the whole cladding node of filling concrete slurry parcel in embedded box with U-shaped foam rods encirclement construction.
Above-mentioned building body comprises precast beam or shear wall.
Above-mentioned embedded box is uncovered towards the side of hook base, and uncovered top, embedded box side is provided with the uncovered positioning baffle of local block.
Above-mentioned hook base top forward upwards bending stretch out and be provided with bending part, the bending part on described hook base top enters embedded box inner chamber top through described embedded box is uncovered, forms with positioning baffle the structure supporting prefabricated cladding side fascia.
The embedded sleeve barrel be bolted to connection with hook base is embedded with in above-mentioned building body.
The medial surface that above-mentioned embedded box is provided with uncovered side and prefabricated cladding side fascia is arranged in same upright plane.
The bending part on above-mentioned hook base top is provided with reinforcement gusset.
Above-mentioned construction between building body and prefabricated cladding side fascia stays the portion of sewing on also to adopt the elongated joint filling of flexible mortar.
An anticorrosion structure construction method for the cladding node of assembled architecture outer wall, comprising:
1) embedded box is prepared, be made into one side with steel plate and have embedded box that is uncovered, five face closures, the medial surface bottom of embedded box is uncovered, and the medial surface top of embedded box is provided with the uncovered positioning baffle of local block, and is provided with the jack that can insert Grouting Pipe at the end face of embedded box;
2) prepare hook base, make of steel, hook base bottom has bolt hole, hook base top forward upwards bending stretch out and be provided with bending part;
3) when plant produced manufactures prefabricated cladding side fascia, pre-buried embedded box and Grouting Pipe in prefabricated cladding side fascia, the medial surface making embedded box be provided with uncovered side and prefabricated cladding side fascia is arranged in same upright plane, makes the Grouting Pipe upper end mouth of pipe expose floor face simultaneously;
4) the pre-buried embedded sleeve barrel when building main body construction, makes the lateral surface of bolt hole towards building body of embedded sleeve barrel;
5), after building main body construction completes, 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, installs fixing U-shaped foam rods around embedded box position, U-shaped foam rods opening up;
7) with the prefabricated cladding side fascia of crane lifting, the bending part on hook base top is made to enter embedded box inner chamber top through the uncovered of embedded box and block location by positioning baffle, hoist lifting hook declines and puts down prefabricated cladding side fascia, and prefabricated cladding side fascia is whole to be supported by hook base;
8) cement slurry is injected from the Grouting Pipe upper end mouth of pipe, cement slurry enters embedded box from grouting port lower end, embedded box is filled completely, cement slurry stays seam from the uncovered construction entered between prefabricated cladding side fascia and building body of embedded box again, fill, the periphery of cement slurry is contained by U-shaped foam rods;
9), after cement slurry curing molding, whole exterior wall dried hanging node component is all wrapped up and is solidificated in concrete, not with contacting external air, can not oxidation and rusting, realize anticorrosion for a long time.
Above-mentioned building body comprises precast beam or shear wall.
Construction between above-mentioned building body and prefabricated cladding side fascia stays the portion of sewing on also to adopt the elongated joint filling of flexible mortar.
Claims (8)
1. the anticorrosion structure of the cladding node of assembled architecture outer wall, it is characterized in that, described exterior wall dried hanging node comprises the embedded box be embedded in prefabricated cladding side fascia and the hook base be fixedly connected with building body, and described hook base top enters the whole prefabricated cladding side fascia of embedded box inner chamber upper support through embedded box side is uncovered; The Grouting Pipe that tier is exposed in upper end, lower end is communicated to embedded box inner chamber is embedded with in prefabricated cladding side fascia, construction simultaneously between prefabricated cladding side fascia and building body is stayed in seam to be provided with and is surrounded the uncovered U-shaped foam rods in described embedded box side, and the construction can surrounded with U-shaped foam rods in embedded box by Grouting Pipe is stayed in seam and injected filling concrete slurry.
2. the anticorrosion structure of the cladding node of assembled architecture outer wall according to claim 1, is characterized in that, described building body comprises precast beam or shear wall.
3. the anticorrosion structure of the cladding node of assembled architecture outer wall according to claim 1, is characterized in that, described embedded box is uncovered towards the side of hook base, and uncovered top, embedded box side is provided with the uncovered positioning baffle of local block.
4. the anticorrosion structure of the cladding node of assembled architecture outer wall according to claim 1, it is characterized in that, described hook base top forward upwards bending stretch out and be provided with bending part, the bending part on described hook base top enters embedded box inner chamber top through described embedded box is uncovered, forms with positioning baffle the structure supporting prefabricated cladding side fascia.
5. the anticorrosion structure of the cladding node of assembled architecture outer wall according to claim 1, is characterized in that, is embedded with the embedded sleeve barrel be bolted to connection with hook base in described building body.
6. the anticorrosion structure of the cladding node of assembled architecture outer wall according to claim 1, is characterized in that, the medial surface that described embedded box is provided with uncovered side and prefabricated cladding side fascia is arranged in same upright plane.
7. the anticorrosion structure of the cladding node of assembled architecture outer wall according to claim 4, is characterized in that, the bending part on described hook base top is provided with reinforcement gusset.
8. the anticorrosion structure of the cladding node of assembled architecture outer wall according to claim 1, is characterized in that, the construction between building body and prefabricated cladding side fascia stays the portion of sewing on also to adopt the elongated joint filling of flexible mortar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520812852.0U CN205063056U (en) | 2015-10-21 | 2015-10-21 | Anticorrosion structure of node is hung futilely to assembly type structure outer wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520812852.0U CN205063056U (en) | 2015-10-21 | 2015-10-21 | Anticorrosion structure of node is hung futilely to assembly type structure outer wall |
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| CN205063056U true CN205063056U (en) | 2016-03-02 |
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| CN201520812852.0U Withdrawn - After Issue CN205063056U (en) | 2015-10-21 | 2015-10-21 | Anticorrosion structure of node is hung futilely to assembly type structure outer wall |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178451A (en) * | 2015-10-21 | 2015-12-23 | 长沙远大住宅工业集团有限公司 | Corrosion-resistant structure of assembled building exterior wall dry hanging node and construction method of corrosion-resistant structure |
| CN107989259A (en) * | 2017-12-06 | 2018-05-04 | 重庆科技学院 | The mountable double-deck Side fascia and mounting structure and waterproof construction of band mo(u)lding panel |
| CN109162289A (en) * | 2018-10-30 | 2019-01-08 | 江西博慧工程技术服务有限公司 | The prefabricated carrying pier structure of one kind and its construction method |
| CN109322425A (en) * | 2018-09-29 | 2019-02-12 | 合肥工业大学 | A kind of plug-in connection system of combined wall board and preparation method thereof |
-
2015
- 2015-10-21 CN CN201520812852.0U patent/CN205063056U/en not_active Withdrawn - After Issue
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178451A (en) * | 2015-10-21 | 2015-12-23 | 长沙远大住宅工业集团有限公司 | Corrosion-resistant structure of assembled building exterior wall dry hanging node and construction method of corrosion-resistant structure |
| CN105178451B (en) * | 2015-10-21 | 2017-08-04 | 湖南远大建工股份有限公司 | The anticorrosion structure and its construction method of the cladding node of assembled architecture outer wall |
| CN107989259A (en) * | 2017-12-06 | 2018-05-04 | 重庆科技学院 | The mountable double-deck Side fascia and mounting structure and waterproof construction of band mo(u)lding panel |
| CN109322425A (en) * | 2018-09-29 | 2019-02-12 | 合肥工业大学 | A kind of plug-in connection system of combined wall board and preparation method thereof |
| CN109162289A (en) * | 2018-10-30 | 2019-01-08 | 江西博慧工程技术服务有限公司 | The prefabricated carrying pier structure of one kind and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170303 Address after: 200000 Fengxian District Xin Yang Road, Lane 1800, Shanghai Patentee after: Yuanda housing industry (Shanghai) Co., Ltd. Address before: 410013 Changsha high tech Development Zone, Yuelu, Hunan Avenue, Changsha Yuanda Industrial Group Co., Ltd. Patentee before: CHANGSHA BROAD HOMES INDUSTRIAL INTERNATIONAL CO., LTD. |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20160302 Effective date of abandoning: 20170804 |
|
| AV01 | Patent right actively abandoned |