CN203546916U - Assembled reinforced concrete wall body connection structure - Google Patents
Assembled reinforced concrete wall body connection structure Download PDFInfo
- Publication number
- CN203546916U CN203546916U CN201320333601.5U CN201320333601U CN203546916U CN 203546916 U CN203546916 U CN 203546916U CN 201320333601 U CN201320333601 U CN 201320333601U CN 203546916 U CN203546916 U CN 203546916U
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- reinforced concrete
- pin
- wall
- concrete wall
- muscle
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Abstract
The utility model relates to an assembled reinforced concrete wall body connection structure characterized in that a left and a right adjacent wall plates are in a buckling connection; vertical pin rib holes are preserved in a buckling part; and after the two wall plates are buckled, the vertical pin rib holes are cut-through, so a pin rib can be inserted into the pin rib holes. By the use of the assembled reinforced concrete wall body connection body, reliable connection of detachable prefabricated concrete complete wall plate is achieved; the connection structure is characterized by rational structure, reliable connection and easy construction; completeness of an assembled house can be improved with earthquake resistance; and installation and detachment of concrete components are easy.
Description
Technical field
The utility model relates to a kind of assembled steel reinforced concrete wall attachment structure, and specifically the pin muscle of two steel concrete integral walls is connected and fixed mode.
Background technology
In general, full prefabricated concrete structure house is comparatively weak, in order to address this problem, and a kind of assembled steel reinforced concrete wall attachment structure, specifically the pin muscle of two steel concrete integral walls is connected and fixed mode.
Utility model content
The utility model relates to a kind of assembled steel reinforced concrete wall attachment structure, have rational in infrastructurely, connect the features such as reliable, easy to implement, can increase substantially globality and the quake-resistant safety of prefabricated building, guarantee the convenience of integrated precast wallboard installation and removal simultaneously.
The technical solution of the utility model is: a kind of assembled steel reinforced concrete wall attachment structure, it is characterized in that: two of left and right adjacent wall board adopts seaming to connect, and in the reserved vertical pin of occlusion portion muscle hole, two blocks of wallboards are installed after interlock, vertical pin muscle hole up/down perforation, pin muscle inserts in pin muscle pin muscle hole.
The utility model body of wall gingival cyst of mucous gland in the newborn partly reserved pin muscle hole is provided with pre-buried hard plastic tube, and the internal diameter of plastic pipe is larger than the diameter of pin muscle, and the part beyond body of wall gingival cyst of mucous gland in the newborn part can adopt 45 ° of grooves, and divides waterproof adhesive tape is set at a framed side wallboard groove part.
Pin muscle Wei Yiguang of the present utility model garden bar reinforcement, the length of bar reinforcement equals wallboard height, or add again certain length and go deep into basic preformed hole Zhong Huoyu lower floor pin muscle mechanical connection, bar reinforcement top should be overlapped external screw thread or internal thread or be welded with end plate etc., while removing in order to wallboard, extract pin muscle or sell muscle mechanical connection with upper strata, certain taper is processed in the bottom of bar reinforcement, so that insert in the preformed hole of interlock rear wall plate.
The beneficial effects of the utility model are: this connected mode links together two blocks of wallboards reliably, have rational in infrastructure, connect reliable, the feature such as easy to implement, can increase substantially globality and the quake-resistant safety of prefabricated building, guarantee the convenience of integrated precast wallboard installation and removal simultaneously.
Accompanying drawing explanation
Fig. 1 is the utility model pin muscle connection layout schematic diagram.
Fig. 2 is the utility model sectional view.
The specific embodiment
With reference to figure 1--Fig. 3, a kind of assembled steel reinforced concrete wall attachment structure, two of left and right adjacent wall board 1 adopts seaming to connect, and in the reserved vertical pin of occlusion portion muscle hole 2, two blocks of wallboards 1 are installed after interlock, vertically sell muscle hole 2 up/down perforations, and pin muscle 3 inserts in pin muscle hole 2.
The utility model body of wall gingival cyst of mucous gland in the newborn partly reserved pin muscle hole 2 is provided with pre-buried hard plastic tube 5, and the internal diameter of plastic pipe 5 is larger than the diameter of pin muscle, and the part beyond body of wall half gingival cyst of mucous gland in the newborn seaming can adopt 45 ° of grooves 4, and divides waterproof adhesive tape is set at a framed side wallboard groove part.
The gingival cyst of mucous gland in the newborn seaming of two adjacent wall board in left and right that the utility model provides connects, gingival cyst of mucous gland in the newborn seaming can adopt full gingival cyst of mucous gland in the newborn mouth, also can adopt stealthy half gingival cyst of mucous gland in the newborn seaming 1, stealthy seaming part should be not less than 1/2 of wall thickness, be preferably in wall thickness 2/3 or more than, the reserved vertical pin muscle hole that connects is at least established one, according to the thickness of wall, also can establish 2 or a plurality of, the reinforcing bar of component inside, comprises horizontal force reinforcing bar and stirrup, should be enclosed in preformed hole around, the non-gingival cyst of mucous gland in the newborn part of wallboard on the corner can adopt 45 ° of docking, in order to wall face, sets up insulation layer and architectural surface.
Pin muscle hole adopts pre-buried hard plastic tube 5 to realize, the internal diameter of plastic pipe is than the large 1-2mm of the diameter of pin muscle, and there is certain wall thickness, scale error while making to adapt to, pin muscle 3 is adopted as Yi Guang garden bar reinforcement, diameter 20-25mm, the length of bar reinforcement equals wallboard height, in lower member, there is preformed hole at the moment, should be about 5-10cm increasing the length identical with the eyelet degree of depth, bar reinforcement top should be overlapped external screw thread or internal thread or be welded with end plate etc., certain taper should be made in bar reinforcement lower end, extracts pin muscle while removing in order to wallboard.
Claims (2)
1. an assembled steel reinforced concrete wall attachment structure, it is characterized in that: two adjacent wall board in left and right (1) adopt seaming to connect, and in the reserved vertical pin of occlusion portion muscle hole (2), two blocks of wallboards (1) are installed after interlock, vertical pin muscle hole (2) up/down perforation, pin muscle (3) inserts in pin muscle hole (2).
2. a kind of assembled steel reinforced concrete wall attachment structure according to claim 1, it is characterized in that: body of wall gingival cyst of mucous gland in the newborn partly reserved pin muscle hole (2) is provided with pre-buried hard plastic tube (5), the internal diameter of plastic pipe (5) is larger than the diameter of pin muscle, part beyond body of wall gingival cyst of mucous gland in the newborn part can adopt 45 ° of grooves (4), and divides waterproof adhesive tape is set at a framed side wallboard groove part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320333601.5U CN203546916U (en) | 2013-06-09 | 2013-06-09 | Assembled reinforced concrete wall body connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320333601.5U CN203546916U (en) | 2013-06-09 | 2013-06-09 | Assembled reinforced concrete wall body connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203546916U true CN203546916U (en) | 2014-04-16 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320333601.5U Expired - Fee Related CN203546916U (en) | 2013-06-09 | 2013-06-09 | Assembled reinforced concrete wall body connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203546916U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104763079A (en) * | 2015-03-11 | 2015-07-08 | 任志鹏 | Foldable assembled integral concrete shear wall structure |
| CN106088348A (en) * | 2016-07-29 | 2016-11-09 | 初明进 | A kind of precast concrete method of attachment |
| CN106223473A (en) * | 2016-07-29 | 2016-12-14 | 初明进 | A kind of precast reinforced concrete structure method of attachment |
| CN106245759A (en) * | 2016-08-31 | 2016-12-21 | 初明进 | A kind of precast concrete method of attachment |
| CN106499049A (en) * | 2016-12-16 | 2017-03-15 | 初明进 | A kind of precast reinforced concrete structure |
| CN106499064A (en) * | 2016-12-16 | 2017-03-15 | 初明进 | A kind of precast reinforced concrete structure method of attachment |
| CN111197360A (en) * | 2020-02-27 | 2020-05-26 | 刘士伟 | Assembled wall body connecting joint and construction method thereof |
-
2013
- 2013-06-09 CN CN201320333601.5U patent/CN203546916U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104763079A (en) * | 2015-03-11 | 2015-07-08 | 任志鹏 | Foldable assembled integral concrete shear wall structure |
| CN106088348A (en) * | 2016-07-29 | 2016-11-09 | 初明进 | A kind of precast concrete method of attachment |
| CN106223473A (en) * | 2016-07-29 | 2016-12-14 | 初明进 | A kind of precast reinforced concrete structure method of attachment |
| CN106245759A (en) * | 2016-08-31 | 2016-12-21 | 初明进 | A kind of precast concrete method of attachment |
| CN106499049A (en) * | 2016-12-16 | 2017-03-15 | 初明进 | A kind of precast reinforced concrete structure |
| CN106499064A (en) * | 2016-12-16 | 2017-03-15 | 初明进 | A kind of precast reinforced concrete structure method of attachment |
| CN111197360A (en) * | 2020-02-27 | 2020-05-26 | 刘士伟 | Assembled wall body connecting joint and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140416 Termination date: 20140609 |