CN201495656U - Super-high string wire stud cement composite plate partition wall - Google Patents
Super-high string wire stud cement composite plate partition wall Download PDFInfo
- Publication number
- CN201495656U CN201495656U CN2009203078002U CN200920307800U CN201495656U CN 201495656 U CN201495656 U CN 201495656U CN 2009203078002 U CN2009203078002 U CN 2009203078002U CN 200920307800 U CN200920307800 U CN 200920307800U CN 201495656 U CN201495656 U CN 201495656U
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- string wire
- cement composite
- partition wall
- string
- floor
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- Expired - Lifetime
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Abstract
The utility model relates to a super-high string wire stud cement composite plate partition wall, which comprises a double-layer cement composite plate fixed between an upper floor and a lower floor, longitudinally tensioning string wires arranged between the double-layer cement composite plate and string wire fixing blocks; the string wires are transversely arranged at intervals of double string wires along the partition wall to form a string wire net curtain; the string wire net curtain is fixed through the string wire fixing blocks on both sides of the string wire net curtain in a clamping manner, and the upper end of the string wire net curtain is connected with a row of turn buckles; the upper ends of the turn buckles are connected with an expansion bolt provided with a hook and fixed below the upper floor; the lower end of the string wire net curtain is connected with an expansion bolt provided with a hook and fixed above the lower floor; and wall crown closing strips are filled in a gap between the top part of the cement composite plate and the lower surface of the upper floor. The utility model enhances the durability and the waterproof effect of the super-high partition wall, and further enhances the stability and the firmness of the super-high partition wall, so as to enable the super-high partition wall to be both used for the wall body below 5 m and 19 below.
Description
Technical field
The utility model relates to a kind of superelevation partition wall.
Background technology
At present, in building operations, the stability and the fastness that how to improve the superelevation partition wall are technical barriers.Existing string wire stud plasterboard partition wall exists durability deficiency, defective that waterproof effect is not good enough.It is to form the gauze wire cloth curtain with the sub-thread string wire that links to each other with building structure up and down, and partition board is built the both sides that are installed in string wire by laying bricks or stones, forms a cavity partition wall.Exist degree of tightness to differ after the string wire stretch-draw in this partition wall body of wall, string wire rigidity deficiency when long, shortcomings such as easy deformation can only be used for the body of wall of height about 5m usually, thereby can not satisfy the partition wall user demand of superelevation floor height.
The utility model content
The purpose of this utility model is a kind of superelevation string wire stud cement composite board partition wall of design, and it is bad to solve upright string plasterboard partition wall durability of existing reinforcing bar and waterproof effect, can't be used for the technical problem of superelevation floor height floor height body of wall.
This superelevation string wire stud cement composite board partition wall, comprise the double-deck cement composite board that is fixed between upper strata floor and the lower floor's floor, place the string wire and the string wire fixed block of vertical tensioning between the double-deck cement composite board, the steel chord net screen of described string wire for uniformly-spaced arranging along the horizontal double joint of partition wall, steel chord net screen is gripped by the string wire fixed block of both sides, the upper end of steel chord net screen is connected with row's flower basket bolt, the buckle expansion bolt of flower basket bolt upper end below being fixed on the upper strata floor is connected, the lower end of steel chord net screen is connected with buckle expansion bolt above being fixed on lower floor's floor, filling wall top closing in bar in the slit between the top of cement composite board and the upper strata floor soffit.
Described wall top closing in bar can be extruded sheet or rock cotton board.
Can be adhesively fixed by clay between described string wire fixed block and the double-deck cement composite board.
Can be adhesively fixed by clay between described string wire fixed block and the double joint steel chord net screen.
The beneficial effects of the utility model are as follows:
The utility model is owing to be provided with bifilar steel chord net screen in the string wire fixed block, tighten into string with stretcher, improved the integral rigidity of gauze wire cloth curtain, strengthened the resistance to overturning of superelevation body of wall, thus body of wall verticality and roughness control all be better than common partition wall.Adopt the string wire stud body of wall of this system can on former string wire stud plasterboard partition wall allows the basis of height, improve the construction height of 5m again, the durability of body of wall was improved 10 years than common string wire stud plasterboard partition wall system.
The utility model has improved the durability and the waterproof effect of superelevation partition wall, further improves the stability and the fastness of superelevation partition wall, makes it can be used for the following body of wall of 5m, can be used for the following body of wall of 19m again.
Description of drawings
Fig. 1 is the structural representation in the utility model cross section.
Fig. 2 is the structural representation in the utility model vertical section.
Fig. 3 vertically connects top node figure.
Fig. 4 vertically connects bottom node figure.
Introduce content of the present utility model in detail below in conjunction with accompanying drawing.
Reference numeral: 1-steel chord net screen, 2-string wire fixed block, the double-deck cement composite board of 3-, 4-upper strata floor, 5-lower floor floor, 6-flower basket bolt, 7-wall top closing in bar, 8-buckle expansion bolt, 9-structure wall column.
The specific embodiment
Embodiment is referring to Fig. 1, shown in Figure 2, this superelevation string wire stud cement composite board partition wall, comprise the double-deck cement composite board 3 that is fixed between upper strata floor 4 and the lower floor's floor 5, string wire and the string wire fixed block that places vertical tensioning between the double-deck cement composite board, be adhesively fixed by clay between described string wire fixed block 2 and the double-deck cement composite board 3, the steel chord net screen 1 of string wire for uniformly-spaced arranging along the horizontal double joint of partition wall, steel chord net screen is gripped by the string wire fixed block 2 of both sides.Be adhesively fixed by clay between string wire fixed block 2 and the double joint steel chord net screen 1.
Referring to shown in Figure 3, the upper end of steel chord net screen is connected with row's flower basket bolt 6, and the tensioning of two string wires firmly is consistent.The buckle expansion bolt 8 of flower basket bolt 6 upper ends below being fixed on the upper strata floor is connected.Filling wall top closing in bar 7 avoids structure and partition wall to shrink inconsistent destruction body of wall globality in the slit between the top of cement composite board and the upper strata floor soffit.Wall top closing in bar 7 is extruded sheet or rock cotton board.
Referring to shown in Figure 4, the lower end of steel chord net screen is connected with buckle expansion bolt 8 above being fixed on lower floor's floor,
String wire in the utility model body of wall can also be set to partition wall inner leg form, but the compound mode that also can take to increase stiffening member further improves the construction height of partition wall.
Claims (4)
1. superelevation string wire stud cement composite board partition wall, comprise the double-deck cement composite board (3) that is fixed between upper strata floor (4) and the lower floor's floor (5), place the string wire and the string wire fixed block of vertical tensioning between the double-deck cement composite board, it is characterized in that: the steel chord net screen (1) of described string wire for uniformly-spaced arranging along the horizontal double joint of partition wall, steel chord net screen is gripped by the string wire fixed block (2) of both sides, the upper end of steel chord net screen is connected with row's flower basket bolt (6), the buckle expansion bolt (8) of flower basket bolt (6) upper end below being fixed on the upper strata floor is connected, the lower end of steel chord net screen is connected with buckle expansion bolt (8) above being fixed on lower floor's floor, filling wall top closing in bar (7) in the slit between the top of cement composite board and the upper strata floor soffit.
2. superelevation string wire stud cement composite board partition wall according to claim 1, it is characterized in that: described wall top closing in bar (7) is extruded sheet or rock cotton board.
3. superelevation string wire stud cement composite board partition wall according to claim 2 is characterized in that: be adhesively fixed by clay between described string wire fixed block (2) and the double-deck cement composite board (3).
4. according to claim 2 or 3 described superelevation string wire stud cement composite board partition walls, it is characterized in that: be adhesively fixed by clay between described string wire fixed block (2) and the double joint steel chord net screen (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009203078002U CN201495656U (en) | 2009-08-11 | 2009-08-11 | Super-high string wire stud cement composite plate partition wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009203078002U CN201495656U (en) | 2009-08-11 | 2009-08-11 | Super-high string wire stud cement composite plate partition wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201495656U true CN201495656U (en) | 2010-06-02 |
Family
ID=42438864
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009203078002U Expired - Lifetime CN201495656U (en) | 2009-08-11 | 2009-08-11 | Super-high string wire stud cement composite plate partition wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201495656U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104018600A (en) * | 2014-04-16 | 2014-09-03 | 苏州金螳螂建筑装饰股份有限公司 | Anti-seismic partition wall inhaul cable device |
| CN109235704A (en) * | 2017-07-11 | 2019-01-18 | 李聪 | A kind of partition wall and its construction method for playing the role of supporting floor |
-
2009
- 2009-08-11 CN CN2009203078002U patent/CN201495656U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104018600A (en) * | 2014-04-16 | 2014-09-03 | 苏州金螳螂建筑装饰股份有限公司 | Anti-seismic partition wall inhaul cable device |
| CN109235704A (en) * | 2017-07-11 | 2019-01-18 | 李聪 | A kind of partition wall and its construction method for playing the role of supporting floor |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20100602 |
|
| CX01 | Expiry of patent term |