CN203174814U - Enclosing wall body formed by splicing of light wallboards - Google Patents
Enclosing wall body formed by splicing of light wallboards Download PDFInfo
- Publication number
- CN203174814U CN203174814U CN 201320123736 CN201320123736U CN203174814U CN 203174814 U CN203174814 U CN 203174814U CN 201320123736 CN201320123736 CN 201320123736 CN 201320123736 U CN201320123736 U CN 201320123736U CN 203174814 U CN203174814 U CN 203174814U
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- CN
- China
- Prior art keywords
- light trabs
- lath
- spliced
- retaining wall
- battens
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- 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.)
- Expired - Fee Related
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Abstract
Provided is an enclosing wall body formed by splicing of light wallboards. Standard light wallboard battens are sequentially spliced from two sides to the center, the standard light wallboard battens or cutting light wallboard battens are on joint positions, under-batten mortar is filled on the bottoms of the battens, glass fiber gridding cloth is filled on two sides of a vertical splicing seam of each two adjacent battens, adhesive mortar is filled in the vertical splicing seams, reinforced steel clamps are arranged at the tops of the adjacent battens and are connected with horizontal structural pieces through steel nails, the standard light wallboard battens and the cutting light wallboard battens are connected with vertical structural pieces on the end portion of the enclosing wall body through pulling connection pieces, and adhesive mortar is filled between the standard light wallboard battens and the vertical structural pieces and between the cutting light wallboard battens and the vertical structural pieces. The technical problems that the connection between the enclosing wall body and the horizontal structural pieces and between the enclosing wall body and the vertical structural pieces is poor in integrity are solved, and the enclosing wall body has the advantages of being good in anti-seismic performance, easy and convenient to construct, quick, environment-friendly and the like, and can be widely used in building.
Description
Technical field
The utility model relates to a kind of architectural retaining wall, particularly a kind of retaining wall that is formed by splicing prefabricated wallboard.
Background technology
Light trabs is the prefabricated batten that adopts light material or light construction to be made, and because it has environmental protection, fire prevention increases usable floor area, good integrity, and moistureproof and waterproof, sound insulation, construction is simple, heat-insulation and heat-preservation, hanging force is strong, and lightweight economic dispatch advantage is widely used.In use, the whole connectivity of existence and agent structure is poor, side direction rigidity is less under the bigger situation of body of wall length, usually adopt girth member for the concrete constructional column is set at present, the construction complexity of constructional column, long construction period influences follow-up construction, and concrete cast in situs causes shortcomings such as environment pollution easily.
The utility model content
The purpose of this utility model provides the retaining wall that a kind of Light trabs is spliced into, and solve the technical problem of the retaining wall globality difference of present Light trabs formation; And solve under the bigger situation of body of wall length, seek a kind of can guarantee consolidation effect in, construction is simple, the problem of environment friendly convenient.
For achieving the above object, the utility model adopts following technical scheme:
The retaining wall that a kind of Light trabs is spliced into, Light trabs lath by standard splices to the center successively from both sides, joint location is Light trabs lath or the cutting Light trabs lath of standard, the bottom filling has mortar under the plate, the two sides filling of the vertical splicing seams of adjacent slat has glass fiber reticular cloth, filling has adhesive mortar in the vertical splicing seams, the adjacent slat top is provided with and reinforces the steel card, described reinforcing steel cartoon is crossed steel nail and is connected with the horizontal junction member, the Light trabs lath of described standard is connected by tension member with the vertical structure spare of end with cutting Light trabs lath, and filling has adhesive mortar.
Also comprise the Light trabs lath of standard or the horizontal splicing seams that cutting Light trabs lath vertically is spliced to form in twos relatively.
The described horizontal splicing seams fissure of displacement arranges, and the vertical distance between the adjacent level splicing seams is not less than 300mm.
The mortar facing has been scraped on the Light trabs lath of described standard and cutting Light trabs lath surface.
Also comprise reinforcement, described reinforcement is arranged on from the position of an end retaining wall length above 6 meters.
Described reinforcement is constructional column or stiffener.
I-shaped, the vault that described vertical splicing seams cross section is the web evagination has arcuation, mountain type, zigzag or the M type of groove.
Described tension member is reinforcing bar or steel nail.
Described reinforcing steel card is angle steel.
The width of described glass fiber reticular cloth is than the wide 50mm of the width of vertical splicing seams.
Compared with prior art the utlity model has following characteristics and beneficial effect:
Reinforce the steel card by being provided with on the adjacent slat top, improved the globality between retaining wall and the horizontal junction member, improved the whole anti-seismic performance of structure.
By replacing traditional concrete constructional column with stiffener, when playing raising body of wall rigidity, provide efficiency of construction, reduced the load of body of wall to the horizontal junction member, the safety that has improved structure.
Be set to be mountain type, arcuation, zigzag or M type by vertical splicing seams, form mutual interlock in the junction, be conducive to improve the globality of retaining wall.
The utlity model has and implement conveniently to save the duration, the job site does not have building waste.Advantages such as environmental protection is quick.
The utility model can be widely used in the building enclosure body of wall.
Description of drawings
The utility model is described in more detail below in conjunction with accompanying drawing.
Fig. 1 is embodiment one schematic diagram of the present utility model.
Fig. 2 is embodiment two schematic diagrames of the present utility model.
Fig. 3 is the horizontal joint detail drawing.
Fig. 4 is horizontal joint sectional drawing embodiment one.
Fig. 5 is horizontal joint sectional drawing embodiment two.
Fig. 6 is horizontal joint sectional drawing embodiment three.
Fig. 7 is retaining wall and being connected of vertical structure spare.
Reference numeral: 1-standard Light trabs lath, 2-cutting Light trabs lath, the vertical splicing seams of 3-, 4-glass fiber reticular cloth, 5-vertical structure spare, 6-reinforce mortar, 9-horizontal junction member, 10-reinforcement, 11-tension member, 12-mortar facing, 13-adhesive mortar, the horizontal splicing seams of 14-under steel card, 7-steel nail, the 8-plate.
The specific embodiment
Embodiment one is referring to Fig. 1, Fig. 3 and shown in Figure 7, the retaining wall that a kind of Light trabs is spliced into, it is characterized in that: the Light trabs lath 1 by standard splices to the center successively from both sides, joint location is Light trabs lath 1 or the cutting Light trabs lath 2 of standard, the bottom filling has mortar 8 under the plate, the two sides filling of the vertical splicing seams 3 of adjacent slat has glass fiber reticular cloth 4, filling has adhesive mortar in the vertical splicing seams 3, the adjacent slat top is provided with and reinforces steel card 6, described reinforcing steel card 6 is connected with horizontal junction member 9 by steel nail 7, the Light trabs lath 1 of described standard is connected by tension member 11 with the vertical structure spare 5 of end with cutting Light trabs lath 2, and filling has adhesive mortar 13.Mortar facing 12 has been scraped on the Light trabs lath 1 of described standard and cutting Light trabs lath 2 surfaces.The width of described glass fiber reticular cloth 4 is than the wide 50mm of the width of vertical splicing seams 3.Described tension member is reinforcing bar or steel nail.Described horizontal junction member 9 is beam or plate, and described vertical structure spare 5 is structural column or shear wall.
Described reinforcing steel card is angle steel.The width of described cutting Light trabs lath 2 is not less than 200mm.It is as follows that the arranging of described reinforcing steel card requires:
Reinforcing steel card on every block of Light trabs lath 1 should not be less than 2.
Embodiment two, referring to Fig. 2, also comprise the Light trabs lath 1 of standard or the horizontal splicing seams 14 that cutting Light trabs lath 2 vertically is spliced to form in twos relatively.Described horizontal splicing seams 14 fissure of displacement settings, the vertical distance between the adjacent level splicing seams 14 is not less than 300mm.Also comprise reinforcement 10, described reinforcement 10 is arranged on from the position of an end retaining wall length above 6 meters.Described reinforcement 10 is constructional column or stiffener.
Described vertical splicing seams 3 cross sections are the I-shaped of web evagination, referring to Fig. 6, this kind form is applicable to that splicing place of Light trabs lath 1 and cutting Light trabs lath 2, the arcuation that vault has groove are conducive to splice the section form of globality referring to Fig. 5 and zigzag or M type etc. referring to Fig. 4, mountain type.
When the wallboard of door and window hole position is installed, for less than 200mm wide door buttress, kissing gate side plate, the kissing gate limit is leaned against on the wallboard by the bonding rubber cement, it is stable to treat that rubber cement solidifies.Because the rubber cement contact surface is little, collision is loosening easily, therefore must be closely knit with the filling of bonding rubber cement with other body of wall contact position door buttress or kissing gate.100mm installs with inner width door buttress and adopts built-in steel card to reinforce, earlier in door buttress and shear wall junction from the upper end down about 250mm, centre and ground, bottom fixedly behind the steel card, install door again and piles up neatly, and must mend closely knit with body of wall seam rubber cement.
The utility model is when implementing, and hyposphene method in top is constructed employings in, adds the rubber cushion piece, the following method installation that holds out against with the timber wedge piece on namely.
Claims (10)
1. retaining wall that Light trabs is spliced into, it is characterized in that: the Light trabs lath (1) by standard splices to the center successively from both sides, the bottom filling has mortar under the plate (8), adjacent joint location is Light trabs lath (1) or the cutting Light trabs lath (2) of standard, the two sides filling of the vertical splicing seams (3) of adjacent slat has glass fiber reticular cloth (4), filling has adhesive mortar in the vertical splicing seams (3), the adjacent slat top is provided with and reinforces steel card (6), described reinforcing steel card (6) is connected with horizontal junction member (9) by steel nail (7), the Light trabs lath (1) of described standard is connected by tension member (11) with the vertical structure spare (5) of end with cutting Light trabs lath (2), and filling has adhesive mortar (13).
2. the retaining wall that is spliced into of Light trabs according to claim 1 is characterized in that: also comprise the Light trabs lath (1) of standard or the horizontal splicing seams (14) that cutting Light trabs lath (2) vertically is spliced to form in twos relatively.
3. the retaining wall that is spliced into of Light trabs according to claim 2, it is characterized in that: described horizontal splicing seams (14) fissure of displacement setting, the vertical distance between the adjacent level splicing seams (14) is not less than 300mm.
4. the retaining wall that is spliced into of Light trabs according to claim 1 and 2, it is characterized in that: mortar facing (12) has been scraped on the Light trabs lath (1) of described standard and cutting Light trabs lath (2) surface.
5. the retaining wall that is spliced into of Light trabs according to claim 1 and 2, it is characterized in that: also comprise reinforcement (10), described reinforcement (10) arranges retaining wall length, and each surpasses position of 6 meters.
6. the retaining wall that is spliced into of Light trabs according to claim 5, it is characterized in that: described reinforcement (10) is constructional column or stiffener.
7. the retaining wall that is spliced into of Light trabs according to claim 6 is characterized in that: I-shaped, the vault that described vertical splicing seams (3) cross section is the web evagination has arcuation, zigzag or the M type of groove.
8. the retaining wall that is spliced into of Light trabs according to claim 6, it is characterized in that: described tension member is reinforcing bar or steel nail.
9. the retaining wall that is spliced into of Light trabs according to claim 6, it is characterized in that: described reinforcing steel card is angle steel.
10. the retaining wall that is spliced into of Light trabs according to claim 6, it is characterized in that: the width of described glass fiber reticular cloth (4) is the wide 50mm of width than vertical splicing seams (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320123736 CN203174814U (en) | 2013-03-19 | 2013-03-19 | Enclosing wall body formed by splicing of light wallboards |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320123736 CN203174814U (en) | 2013-03-19 | 2013-03-19 | Enclosing wall body formed by splicing of light wallboards |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203174814U true CN203174814U (en) | 2013-09-04 |
Family
ID=49071538
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320123736 Expired - Fee Related CN203174814U (en) | 2013-03-19 | 2013-03-19 | Enclosing wall body formed by splicing of light wallboards |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203174814U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104775550A (en) * | 2015-04-01 | 2015-07-15 | 王新强 | Pre-hoisted internal partition wallboard and building structure integrally constructed wall body system |
| CN106088315A (en) * | 2016-08-03 | 2016-11-09 | 广州地铁设计研究院有限公司 | Body of wall and walling system for subway station |
| CN106193430A (en) * | 2016-08-31 | 2016-12-07 | 广州市轻能建材有限公司 | A kind of multi-functional anticracking wall |
| CN106245822A (en) * | 2016-08-31 | 2016-12-21 | 广州市轻能建材有限公司 | A kind of method of construction of multi-functional anticracking wall |
| CN110206189A (en) * | 2019-04-28 | 2019-09-06 | 潘旭鹏 | A kind of plate type assembled exterior wall and its surface avoid cracking processing method |
-
2013
- 2013-03-19 CN CN 201320123736 patent/CN203174814U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104775550A (en) * | 2015-04-01 | 2015-07-15 | 王新强 | Pre-hoisted internal partition wallboard and building structure integrally constructed wall body system |
| CN106088315A (en) * | 2016-08-03 | 2016-11-09 | 广州地铁设计研究院有限公司 | Body of wall and walling system for subway station |
| CN106193430A (en) * | 2016-08-31 | 2016-12-07 | 广州市轻能建材有限公司 | A kind of multi-functional anticracking wall |
| CN106245822A (en) * | 2016-08-31 | 2016-12-21 | 广州市轻能建材有限公司 | A kind of method of construction of multi-functional anticracking wall |
| CN110206189A (en) * | 2019-04-28 | 2019-09-06 | 潘旭鹏 | A kind of plate type assembled exterior wall and its surface avoid cracking processing method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130904 Termination date: 20150319 |
|
| EXPY | Termination of patent right or utility model |