CN202787567U - Ultrahigh ultra-long low-alkaline light aluminum sulfate batten partition wall - Google Patents
Ultrahigh ultra-long low-alkaline light aluminum sulfate batten partition wall Download PDFInfo
- Publication number
- CN202787567U CN202787567U CN 201220510660 CN201220510660U CN202787567U CN 202787567 U CN202787567 U CN 202787567U CN 201220510660 CN201220510660 CN 201220510660 CN 201220510660 U CN201220510660 U CN 201220510660U CN 202787567 U CN202787567 U CN 202787567U
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- partition wall
- aluminum sulfate
- wall unit
- alkali aluminum
- light lath
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Abstract
The utility model discloses an ultrahigh ultra-long low-alkaline light aluminum sulfate batten partition wall. The aluminum sulfate batten partition wall is formed by splicing a plurality of partition wall units along the vertical direction and the horizontal direction, longitudinal hollow holes are arranged at tops of the partition wall units along the horizontal direction, L-shaped steel clamps are arranged on two sides of a connection end of the partition wall units located at the top and a top structural beam respectively, first wing plates of two steel clamps are clamped on the partition wall units through a split bolt, and second wing plates of the two steel clamps are firmly connected with the top structural beam through a bolt respectively. The ultrahigh ultra-long low-alkaline light aluminum sulfate batten partition wall has the advantages that a prominent mechanical property of the low-alkaline light aluminum sulfate batten partition wall is fully used; the reinforcing mode of the L-shaped steel clamps is used in the vertical direction to replace an inclined strut reinforcing mode so that influences on later stage decoration construction are avoided; and construction costs are saved, and costs of construction periods are reduced.
Description
Technical field
The utility model refers in particular to the low alkali aluminum sulfate light lath partition wall of a kind of superelevation overlength about a kind of partition wall.
Background technology
Low alkali aluminum sulfate light lath partition wall has that cost is low, intensity is high, long service life, insulation and the characteristics such as soundproof effect is good, bulk density is light, and fitting operation is easy, can greatly promote the construction speed of construction work, progressively begin at present to be applied to handle official business, the inner partition wall of commercial affairs, residential building.General partition wall height is according to the 4.2m that is not more than that requires among the JGJT157-2008 " building light-weight batten partition wall tecnical regulations ", reinforcement means on the partition wall vertical direction as shown in Figure 1, between back timber 70 and partition wall 71, adopt diagonal brace 72 to reinforce, when the length of partition wall surpasses 5 meters, reinforcement means on the partition wall horizontal direction as shown in Figure 2, adopting angle steel 81 and reinforcing bar batten 82 to make the steel construction post between partition wall 80 reinforces, or as shown in Figure 3, concreting 83 is made the concrete constructional column and is reinforced the effect that just can reach reinforcing and prevent ftractureing between partition wall 80.And for the partition wall of superelevation overlength (highly surpass 5 meters, length is above 6 meters), adopt conventional angle steel or concrete constructional column and diagonal brace to reinforce the effort of not only taking a lot of work, increase cost, and can fit up the later stage and cause great adverse effect.Therefore, how for above-mentioned situation, adopt a kind of practicable job practices, should satisfy it for the performance requirement of seismic hardening, being unlikely to again too wastes; Should easy construction, save the duration, guarantee again the later stage finishing not to be produced adverse influence, be this area technological difficulties to be solved.
The utility model content
Because the problems referred to above, the utility model provides a kind of superelevation overlength to hang down alkali aluminum sulfate light lath partition wall, by vertically forming with a plurality of partition wall unit spliceds of horizontal direction, top, described partition wall unit along continuous straight runs offers longitudinally hollow hole, the both sides that are positioned at the link of the partition wall unit at top and structure back timber are respectively equipped with a L shaped steel card, by a pair of bolt that draws the first wing plate of described two steel cards is clamped on the described partition wall unit, the second wing plate of described two steel cards is fastenedly connected by a bolt and described structure back timber respectively.
Further, be arranged at intervals with a reinforcement elements between the described partition wall unit of along continuous straight runs splicing.
Further, described reinforcement elements is a described partition wall unit itself, is filled with the perfusion slurry in the described hollow hole of this partition wall unit.
Further, described reinforcement elements is a solid slab.
Further, be provided with cementing agent and glass cloth in the seam groove between the adjacent two described partition wall unit.
Further, be provided with cementing agent and glass cloth in the seam groove of described partition wall unit and structure wall column.
Further, the both sides of the link of described partition wall unit and described structure wall column are respectively equipped with a L shaped steel card and reinforce.
Adopt superelevation overlength of the present utility model to hang down alkali aluminum sulfate light lath partition wall, have following beneficial effect: (1) takes full advantage of the outstanding mechanical property of low alkali aluminum sulfate light lath partition wall; (2) adopt in the horizontal direction in the hole grouting or directly adopt solid slab to replace constructional column, reduced working procedure, shortened the construction period; (3) reinforcing mode that adopts in vertical direction bolt to add L shaped steel card substitutes diagonal brace and reinforces, and has avoided the impact on the later stage decoration construction; (4) save construction costs, reduced the duration cost.
Description of drawings
Fig. 1 is the reinforcement means schematic diagram that prior art adopts in vertical direction to partition wall.
Fig. 2 is the reinforcement means schematic diagram that prior art adopts in the horizontal direction to partition wall.
Fig. 3 is the reinforcement means schematic diagram that the prior art another kind adopts in the horizontal direction to partition wall.
Fig. 4 is the low alkali aluminum sulfate light lath partition wall reinforcement means schematic diagram in vertical direction of superelevation overlength of the present utility model.
Fig. 5 is the low alkali aluminum sulfate light lath partition wall reinforcement means schematic diagram in the horizontal direction of superelevation overlength of the present utility model.
Fig. 6, Fig. 7 are the connection diagrams between the partition wall unit of the low alkali aluminum sulfate light lath partition wall of superelevation overlength of the present utility model.
Fig. 8 is the partition wall unit of the low alkali aluminum sulfate light lath partition wall of superelevation overlength of the present utility model and the connection diagram between the structure wall.
Fig. 9 is the partition wall unit of the low alkali aluminum sulfate light lath partition wall of superelevation overlength of the present utility model and the reinforcement means schematic diagram between the structure wall.
The specific embodiment
Cooperation is referring to Fig. 4 and shown in Figure 5, superelevation overlength of the present utility model is hanged down alkali aluminum sulfate light lath partition wall, by vertically being spliced with a plurality of partition walls unit 10 of horizontal direction, described partition wall unit 10 top along continuous straight runs offer longitudinally hollow hole 11, the partition wall unit 10 that is positioned at the top is respectively equipped with a L shaped steel card 30 with the both sides of the link of structure back timber 20, by a pair of draw bolt 40 with the first wing plate of described two steel cards 30 folder 31 tightly on described partition wall unit 10, the second wing plate 32 of described two steel cards 30 is fastenedly connected with described structure back timber 20 by a bolt 50 respectively.
Cooperation is arranged at intervals with a reinforcement elements 12 referring to shown in Figure 5 between the described partition wall unit 10 of along continuous straight runs splicing.Described reinforcement elements 12 can be a described partition wall unit 10 itself, is filled with perfusion slurry 13 in the hollow hole 11 as the partition wall unit 10 of reinforcement elements 12.Described reinforcement elements 12 also can adopt a solid slab.
Cooperation is provided with cementing agent 15 and glass cloth 16 referring to Fig. 6, shown in Figure 7 in the seam groove 14 between the described partition wall unit 10.
Cooperation is provided with cementing agent 15 and glass cloth 16 referring to shown in Figure 8 in the seam groove 61 of described partition wall unit 10 and structure wall column 60.
Cooperation is referring to shown in Figure 9, and the both sides of the link of described partition wall unit 10 and structure wall column 60 are respectively equipped with a L shaped steel card 30 and reinforce.
The above only is preferred embodiment of the present utility model, be not that the utility model is done any pro forma restriction, although the utility model discloses as above with preferred embodiment, yet be not to limit the utility model, any those skilled in the art, in the scope that does not break away from technical solutions of the utility model, when the technology contents that can utilize above-mentioned announcement is made a little change or is modified to the equivalent embodiment of equivalent variations, in every case be the content that does not break away from technical solutions of the utility model, any simple modification that foundation technical spirit of the present utility model is done above embodiment, equivalent variations and modification all still belong in the scope of technical solutions of the utility model.
Claims (7)
1. a superelevation overlength is hanged down alkali aluminum sulfate light lath partition wall, by vertically forming with a plurality of partition wall unit spliceds of horizontal direction, top, described partition wall unit along continuous straight runs offers longitudinally hollow hole, it is characterized in that: the both sides that are positioned at the link of the partition wall unit at top and structure back timber are respectively equipped with a L shaped steel card, by a pair of bolt that draws the first wing plate of described two steel cards is clamped on the described partition wall unit, the second wing plate of described two steel cards is fastenedly connected by a bolt and described structure back timber respectively.
2. the low alkali aluminum sulfate light lath partition wall of superelevation overlength as claimed in claim 1 is characterized in that being arranged at intervals with a reinforcement elements between the described partition wall unit of along continuous straight runs splicing.
3. the low alkali aluminum sulfate light lath partition wall of superelevation overlength as claimed in claim 2 is characterized in that described reinforcement elements is a described partition wall unit itself, is filled with the perfusion slurry in the described hollow hole of this partition wall unit.
4. the low alkali aluminum sulfate light lath partition wall of superelevation overlength as claimed in claim 2 is characterized in that described reinforcement elements is a solid slab.
5. the low alkali aluminum sulfate light lath partition wall of superelevation overlength as claimed in claim 1 is characterized in that being provided with cementing agent and glass cloth in the seam groove between the adjacent two described partition wall unit.
6. the low alkali aluminum sulfate light lath partition wall of superelevation overlength as claimed in claim 1 is characterized in that being provided with cementing agent and glass cloth in the seam groove of described partition wall unit and structure wall column.
7. the low alkali aluminum sulfate light lath partition wall of superelevation overlength as claimed in claim 6, the both sides that it is characterized in that the link of described partition wall unit and described structure wall column are respectively equipped with a L shaped steel card and reinforce.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220510660 CN202787567U (en) | 2012-09-27 | 2012-09-27 | Ultrahigh ultra-long low-alkaline light aluminum sulfate batten partition wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220510660 CN202787567U (en) | 2012-09-27 | 2012-09-27 | Ultrahigh ultra-long low-alkaline light aluminum sulfate batten partition wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202787567U true CN202787567U (en) | 2013-03-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220510660 Expired - Fee Related CN202787567U (en) | 2012-09-27 | 2012-09-27 | Ultrahigh ultra-long low-alkaline light aluminum sulfate batten partition wall |
Country Status (1)
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| CN (1) | CN202787567U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105220588A (en) * | 2015-11-02 | 2016-01-06 | 青岛瑞铁电工科技有限公司 | A kind of magnet steel changer |
| CN110714551A (en) * | 2019-09-30 | 2020-01-21 | 上海宝冶集团有限公司 | Method for fixing building bearing plate and masonry below steel beam |
| CN111005480A (en) * | 2019-12-25 | 2020-04-14 | 湖北优耐德节能环保科技有限公司 | To tight assembly type wallboard integrated configuration |
-
2012
- 2012-09-27 CN CN 201220510660 patent/CN202787567U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105220588A (en) * | 2015-11-02 | 2016-01-06 | 青岛瑞铁电工科技有限公司 | A kind of magnet steel changer |
| CN110714551A (en) * | 2019-09-30 | 2020-01-21 | 上海宝冶集团有限公司 | Method for fixing building bearing plate and masonry below steel beam |
| CN111005480A (en) * | 2019-12-25 | 2020-04-14 | 湖北优耐德节能环保科技有限公司 | To tight assembly type wallboard integrated configuration |
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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: 20130313 Termination date: 20180927 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |