CN103485536A - Shear wall large template reinforcing structure - Google Patents
Shear wall large template reinforcing structure Download PDFInfo
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- CN103485536A CN103485536A CN201310431587.7A CN201310431587A CN103485536A CN 103485536 A CN103485536 A CN 103485536A CN 201310431587 A CN201310431587 A CN 201310431587A CN 103485536 A CN103485536 A CN 103485536A
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- trough
- hole
- trough slab
- fixed
- shear wall
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- 230000003014 reinforcing effect Effects 0.000 title abstract description 4
- 238000010276 construction Methods 0.000 claims description 14
- 238000009408 flooring Methods 0.000 claims description 6
- 230000008878 coupling Effects 0.000 claims description 2
- 238000010168 coupling process Methods 0.000 claims description 2
- 238000005859 coupling reaction Methods 0.000 claims description 2
- 230000002349 favourable effect Effects 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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Abstract
The invention discloses a shear wall large template reinforcing structure which comprises an inclined support, a top rod and a groove-shaped plate. At least two bolt installing holes are formed in a base plate of the groove-shaped plate, a fixing hole and a connecting hole are formed in a lateral plate of the groove-shaped plate, the inclined support is fixed on the groove-shaped plate through the fixing hole, and the top rod is fixed on the groove-shaped plate through the connecting hole. The top rod and the inclined support are fixed on the groove-shaped plate. The top rod, the inclined support and a floor form a triangular stable structure which is favorable for the global stability of a shear wall. The top rod and the inclined support only need to be fixed through bolts and nuts at two ends, operation is convenient, working efficiency can be improved, and progress of works is quickened.
Description
Technical field
The invention belongs to the technical field of wall construction.
Background technology
Shear wall large template is because of its good integrity, and the set-up time is short, and after form removable, concrete quality is good and very popular.Shear wall large template comprises that the quantity of wallboard is two for the wallboard of shear wall moulding with for the floor of floor moulding, and is vertically to arrange, and two wallboards form the space of shear walls; The quantity of floor is some, vertical with plane, wallboard place, wherein the space of two floor formation first floor ceilings.
What existing shear wall large template was reinforced employing is the mode at the inner colligation wall steel bar of template, the colligation wall steel bar need to be one by one fixing reinforcing bar, and the quantity of reinforcing bar is usually more, this just makes existing shear wall large template reinforce very trouble and consuming time, efficiency is lower, can seriously affect programming.
Summary of the invention
The invention provides a kind of shear wall ruggedized construction, to solve existing shear wall large template, reinforce consuming time, inefficient problem.
In order to solve the problems of the technologies described above, the invention provides following technical scheme: a kind of shear wall large template ruggedized construction, comprise diagonal brace, push rod and trough slab, the base plate of trough slab is provided with at least two bolt mounting holes, the trough slab side plate is provided with fixing hole and connecting hole, diagonal brace is fixed on trough slab by fixing hole, and push rod is fixed on trough slab by connecting hole.
Adopt the job practices of above-mentioned shear wall large template ruggedized construction, comprise the following steps:
A, on ground layer pre-embedded bolt, the base plate of trough slab is close on ground layer, the pre-embedded bolt of the part of basseting is through trough slab bolt mounting holes fixing by nut;
B, between two floors of second layer flooring, install and shore, and offer through hole on two floors, the distance coupling of the distance of through hole and the bolt mounting holes of trough slab, and through hole strides across and shores;
C, the base plate of two trough slabs is close on the outside of two floors, and the bolt mounting holes on trough slab is alignd with the through hole on floor, by bolt through through hole and two bolt mounting holes and fix by nut;
D, to the flooring repeating step b more than three layers and the operation of c;
E, the trough slab of all floors is installed after, one end of push rod and a trough slab are fixed by connecting hole, the trough slab of the other end and its top is fixed by connecting hole, one end of diagonal brace and a trough slab are fixed by fixing hole, and the trough slab of the other end and its top is fixed by fixing hole.
In the present invention, the outside of two floors means the side away from ceiling, and the base plate of two trough slabs is close on the outside of two floors and means that two trough slabs arrange dorsad.
Compared with prior art, the invention has the advantages that: 1, push rod and diagonal brace all are fixed on trough slab, and push rod, diagonal brace and floor form leg-of-mutton rock-steady structure, are beneficial to the resistance to overturning of shear wall; 2, push rod and diagonal brace only need get final product with bolt and nut is fixing at two ends, easy to operate, can increase work efficiency, and speed up the work.
Further, the length of described push rod equals the height of place floor, and the end face of push rod can contact with floor, has increased stressed area, has prevented that pressure is excessive.
Further, the length of described diagonal brace is greater than the height of place floor, makes diagonal brace can select angle of inclination in a big way when arranging.
Further, on described ground layer, pre-embedded bolt linearly distributes with the through hole of corresponding every floor face, and what push rod connected is over against two trough slabs that arrange, and what diagonal brace connected is two trough slabs that adjacent misphase arranges.Each trough slab is implicative of each other, and restriction, be beneficial to resolution of forces mutually.
The accompanying drawing explanation
Below in conjunction with drawings and Examples, technical solution of the present invention is further illustrated:
Fig. 1 is the structural representation of shear wall large template ruggedized construction embodiment of the present invention;
Fig. 2 is the structural representation of the embodiment of shear wall large template ruggedized construction trough slab of the present invention.
The specific embodiment
As depicted in figs. 1 and 2, a kind of shear wall large template ruggedized construction in the present embodiment, comprise diagonal brace 1, push rod 2 and trough slab, trough slab comprises base plate 3 and the side plate 4 that is fixed on base plate 3 both sides and is oppositely arranged, base plate 3 is provided with and is arranged with two bolt mounting holes 5, side plate 4 is provided with fixing hole 6 and connecting hole 7, and diagonal brace 1 is fixed on trough slab by fixing hole 6, and push rod 2 is fixed on trough slab by connecting hole 7.The length of push rod 2 equals the height of place floor, and the length of diagonal brace 1 is greater than the height of place floor.
Adopt the job practices of above-mentioned shear wall large template ruggedized construction, comprise the following steps:
A, on ground layer pre-buried one group of bolt, the quantity of one group of bolt is two, be interval with ten groups of bolts (not looking out in figure) on ground layer, the base plate of trough slab 3 is close on ground layer, and the pre-embedded bolt of the part of basseting passes trough slab bolt mounting holes 5 and fixes by nut;
B, install between two floors of second layer flooring and shore 8, and offer through hole on two floors, the distance of through hole is mated with the distance of the bolt mounting holes 5 of trough slab, and through hole strides across shores 8, shore 8 and the through hole that strides across on it form one group of fixed point, the quantity of described fixed point is ten (in figure, not looking out), fixed point be arranged on the ground layer bolt directly over;
C, the base plate of two trough slabs 3 is close on the outside of two floors, and the bolt mounting holes 5 on trough slab is alignd with the through hole on floor, by bolt through through hole and two bolt mounting holes 5 and fix by nut;
D, to the flooring repeating step b more than three layers and the operation of c;
E, the trough slab of all floors is installed after, one end of push rod 2 and a trough slab is fixing by connecting hole 7, the trough slab of the other end and its top is fixing by connecting hole 7, what push rod 2 connected is over against two trough slabs that arrange, one end of diagonal brace 1 and a trough slab is fixing by fixing hole 6, the trough slab of the other end and its top is fixing by fixing hole 6, and what diagonal brace 1 connected is two trough slabs that adjacent misphase arranges.
It should be noted that when trough slab is positioned at panel edges, only be provided with a diagonal brace 1; During position outside trough slab is positioned at panel edges, the quantity of diagonal brace 1 is two, and is symmetrical arranged.
For a person skilled in the art, under the prerequisite that does not break away from structure of the present invention, can also make some distortion and improvement, these also should be considered as protection scope of the present invention, and these can not affect effect of the invention process and practical applicability.
Claims (5)
1. a shear wall large template ruggedized construction, it is characterized in that: comprise diagonal brace, push rod and trough slab, the trough slab base plate is provided with at least two bolt mounting holes, the trough slab side plate is provided with fixing hole and connecting hole, diagonal brace is fixed on trough slab by fixing hole, and push rod is fixed on trough slab by connecting hole.
2. shear wall large template ruggedized construction as claimed in claim 1, it is characterized in that: the length of described push rod equals the height of place floor.
3. shear wall large template ruggedized construction as claimed in claim 1, it is characterized in that: the length of described diagonal brace is greater than the height of place floor.
4. adopt the job practices of shear wall large template ruggedized construction as claimed in claim 1, it is characterized in that comprising the following steps:
A, on ground layer pre-embedded bolt, the base plate of trough slab is close on ground layer, the pre-embedded bolt of the part of basseting is through trough slab bolt mounting holes fixing by nut;
B, between two floors of second layer flooring, install and shore, and offer through hole on two floors, the distance coupling of the distance of through hole and the bolt mounting holes of trough slab, and through hole strides across and shores;
C, the base plate of two trough slabs is close on the outside of two floors, and the bolt mounting holes on trough slab is alignd with the through hole on floor, by bolt through through hole and two bolt mounting holes and fix by nut;
D, to the flooring repeating step b more than three layers and the operation of c;
E, the trough slab of all floors is installed after, one end of push rod and a trough slab are fixed by connecting hole, the trough slab of the other end and its top is fixed by connecting hole, one end of diagonal brace and a trough slab are fixed by fixing hole, and the trough slab of the other end and its top is fixed by fixing hole.
5. the job practices of shear wall large template ruggedized construction as claimed in claim 4, it is characterized in that: on described ground layer, pre-embedded bolt linearly distributes with the through hole of corresponding every floor face, what push rod connected is over against two trough slabs that arrange, and what diagonal brace connected is two trough slabs that adjacent misphase arranges.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310431587.7A CN103485536B (en) | 2013-09-22 | 2013-09-22 | Shear wall large template ruggedized construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310431587.7A CN103485536B (en) | 2013-09-22 | 2013-09-22 | Shear wall large template ruggedized construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103485536A true CN103485536A (en) | 2014-01-01 |
| CN103485536B CN103485536B (en) | 2016-05-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310431587.7A Expired - Fee Related CN103485536B (en) | 2013-09-22 | 2013-09-22 | Shear wall large template ruggedized construction |
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| CN (1) | CN103485536B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760489A (en) * | 2017-03-22 | 2017-05-31 | 谭猛益 | A kind of attachment means for connecting shear wall formwork, template and shear wall formwork |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2351504Y (en) * | 1998-06-09 | 1999-12-01 | 张良杰 | Fixiform integral large shuttering |
| WO2008025050A1 (en) * | 2006-08-30 | 2008-03-06 | Garard Pty Limited | Formwork apparatus and method of erecting formwork apparatus |
| CN201092730Y (en) * | 2007-09-04 | 2008-07-30 | 哈尔滨鸿盛房屋节能体系研发中心 | Supporting structure for construction of composite wall |
| KR100877582B1 (en) * | 2008-09-19 | 2009-01-07 | (주)명인건축사사무소 | Form for building |
| CN202157543U (en) * | 2011-07-05 | 2012-03-07 | 中国新兴保信建设总公司 | Support device for large formwork of outer wall |
| CN102704672A (en) * | 2012-06-28 | 2012-10-03 | 天津住宅集团建设工程总承包有限公司 | Installation construction method for large all-steel formwork at internal corner of shear wall |
-
2013
- 2013-09-22 CN CN201310431587.7A patent/CN103485536B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2351504Y (en) * | 1998-06-09 | 1999-12-01 | 张良杰 | Fixiform integral large shuttering |
| WO2008025050A1 (en) * | 2006-08-30 | 2008-03-06 | Garard Pty Limited | Formwork apparatus and method of erecting formwork apparatus |
| CN201092730Y (en) * | 2007-09-04 | 2008-07-30 | 哈尔滨鸿盛房屋节能体系研发中心 | Supporting structure for construction of composite wall |
| KR100877582B1 (en) * | 2008-09-19 | 2009-01-07 | (주)명인건축사사무소 | Form for building |
| CN202157543U (en) * | 2011-07-05 | 2012-03-07 | 中国新兴保信建设总公司 | Support device for large formwork of outer wall |
| CN102704672A (en) * | 2012-06-28 | 2012-10-03 | 天津住宅集团建设工程总承包有限公司 | Installation construction method for large all-steel formwork at internal corner of shear wall |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760489A (en) * | 2017-03-22 | 2017-05-31 | 谭猛益 | A kind of attachment means for connecting shear wall formwork, template and shear wall formwork |
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| Publication number | Publication date |
|---|---|
| CN103485536B (en) | 2016-05-04 |
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Granted publication date: 20160504 |