CN202689345U - Vertical reinforcement limiting part for shear walls - Google Patents
Vertical reinforcement limiting part for shear walls Download PDFInfo
- Publication number
- CN202689345U CN202689345U CN 201220241241 CN201220241241U CN202689345U CN 202689345 U CN202689345 U CN 202689345U CN 201220241241 CN201220241241 CN 201220241241 CN 201220241241 U CN201220241241 U CN 201220241241U CN 202689345 U CN202689345 U CN 202689345U
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- shear wall
- vertical reinforcement
- elongate rod
- locating part
- quarter butt
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Abstract
The utility model provides a vertical reinforcement limiting part for shear walls, which comprises two parallel longitudinal long rods and a plurality of parallel transverse short rods, wherein the longitudinal long rods are perpendicular to the transverse short rods, and each transverse short rod is fixed on the two longitudinal long rods; the distance between the two longitudinal long rods is equal to the row distance between two rows of vertical reinforcements in a shear wall, and the distance between two adjacent transverse short rods in the transverse short rods is equal to the distance between two adjacent vertical reinforcements in each row of vertical reinforcements in the shear wall; and the intersected parts of the longitudinal long rods and the transverse short rods are used for clamping the vertical reinforcements in the shear wall. By using the vertical reinforcement limiting part for shear walls provided by the utility model, a situation that the positions of reinforcements vertically extending in a shear wall are accurate in the process of concreting can be ensured, thereby ensuring the engineering quality; in addition, by using the vertical reinforcement limiting part for shear walls provided by the utility model, the time for manually assembling reinforcements can be saved, thereby improving the construction speed; and moreover, the vertical reinforcement limiting part for shear walls provided by the utility model can be reused.
Description
Technical field
The utility model relates to building field, specifically, relates to a kind of shear wall vertical reinforcement locating part.
Background technology
Along with the development that building trade is advanced by leaps and bounds, frame-shear wall form of structure has also spreaded all over whole building trade.The bearing system that frame construction is comprised of beam and column.Frame construction is arranged more flexible, can form larger space, mainly bears vertical load.Shear wall is the bearing system that is made of steel concrete, not only bears vertical load, and mainly bears the load (for example wind-force) of horizontal direction.The shear force of frame wall construction is well suited for highrise building and uses.
Vertically extending reinforcing bar in the shear wall structure consists of double reinforcing bar.Because the size of shear wall body is basically identical from bottom to top, therefore, vertically extending double rebar spacing is unified in the shear wall, and the specification of employed reinforcing bar is consistent.But the reinforcing bar in the shear wall is more tiny comparatively speaking, and therefore stressed easy distortion can change its original position when concrete is built, thus the force structure of the final body of wall that forms of impact.
The utility model content
The utility model is made for solving the problems of the technologies described above, and its purpose is to provide a kind of shear wall vertical reinforcement locating part, and this shear wall vertical reinforcement locating part can limit that vertical reinforcement is moved in the shear wall when watering concrete.
To achieve these goals, an embodiment of the present utility model provides a kind of shear wall vertical reinforcement locating part, it comprises two horizontal quarter butts that parallel elongate rod is parallel with Duo Gen, wherein, described elongate rod is vertical with described horizontal quarter butt, and every horizontal quarter butt all is fixed on described two elongate rod; The spacing of described two elongate rod equals row's spacing of two in described shear wall row vertical reinforcement, and the spacing of adjacent two horizontal quarter butts equals in the described shear wall spacing of adjacent two reinforcing bars in every row's vertical reinforcement in the described horizontal quarter butt; And the cross part of described elongate rod and described horizontal quarter butt is used for blocking the vertical reinforcement of described shear wall.
Preferably, the two ends of described every horizontal quarter butt can reach the outside of described two elongate rod.
Preferably, two adjacent ends of described two elongate rod can be fixed with horizontal quarter butt.
Preferably, described elongate rod and described horizontal quarter butt can be made by screw-thread steel, and described horizontal quarter butt can be fixed by welding and described elongate rod.
Another embodiment of the present utility model provides a kind of shear wall vertical reinforcement locating part, and it comprises two above-mentioned shear wall vertical reinforcement locating parts, and these two shear wall vertical reinforcement locating parts stack abreast, and stagger along diagonal.
Another embodiment of the present utility model provides a kind of shear wall vertical reinforcement locating part, it comprises two horizontal quarter butts that parallel elongate rod is parallel with Duo Gen, wherein, described elongate rod is vertical with described horizontal quarter butt, and every horizontal quarter butt all is fixed on described two elongate rod, described every elongate rod comprises two lengthwise sub bars with predetermined space, and described every horizontal quarter butt comprises two horizontal short sub bars with predetermined space.
From top description and the practice as can be known, use shear wall vertical reinforcement locating part described in the utility model can guarantee that vertically extending reinforcing bar position when concreting is accurate in the shear wall, thereby guaranteed workmanship, in addition, it is time-consuming to use the utility model can save artificial assembling reinforcement institute, thereby has improved speed of application.Moreover the utility model can be reused.
Description of drawings
Fig. 1 is the schematic top plan view of the structure of the described shear wall vertical reinforcement of the first embodiment of the present utility model locating part;
Fig. 2 be the described shear wall vertical reinforcement of the first embodiment locating part overlook the use schematic diagram;
Fig. 3 be the described shear wall vertical reinforcement of the first embodiment locating part overlook the use schematic diagram;
Fig. 4 be the described shear wall vertical reinforcement of the first embodiment locating part overlook the use schematic diagram;
Fig. 5 is the schematic top plan view of the structure of the described shear wall vertical reinforcement of the second embodiment of the present utility model locating part;
Fig. 6 be the described shear wall vertical reinforcement of the second embodiment locating part overlook the use schematic diagram;
Fig. 7 is the schematic top plan view of the structure of the described shear wall vertical reinforcement of the 3rd embodiment of the present utility model locating part; And
Fig. 8 be the described shear wall vertical reinforcement of the 3rd embodiment locating part overlook the use schematic diagram.
The specific embodiment
The embodiment of shear wall vertical reinforcement locating part described in the utility model is described below with reference to the accompanying drawings.Those of ordinary skill in the art can recognize, in the situation that does not depart from spirit and scope of the present utility model, can revise described embodiment with various mode.Therefore, accompanying drawing is illustrative with being described in essence, rather than is used for the protection domain of restriction claim.In addition, in this manual, identical Reference numeral represents same or analogous part.
Fig. 1 is the schematic top plan view of the structure of the described shear wall vertical reinforcement of the first embodiment of the present utility model locating part.As shown in Figure 1, the described shear wall vertical reinforcement of the first embodiment locating part 10 comprises two horizontal quarter butts 12 that parallel elongate rod 11 is parallel with Duo Gen.Wherein, elongate rod 11 is vertical with horizontal quarter butt 12, and every horizontal quarter butt 12 all is fixed on two elongate rod 11.The spacing of two elongate rod 11 equals row's spacing of the row of two in described shear wall vertical reinforcement, the spacing of adjacent two horizontal quarter butts 12 equals in the described shear wall spacing of adjacent two reinforcing bars (back will illustrate) in every row's vertical reinforcement in the horizontal quarter butt 12, and the distance between the described adjacent vertical reinforcement (being the wall reinforcing bar) is that design specifications requires size.The cross part of elongate rod 11 and horizontal quarter butt 12 is used for blocking the vertical reinforcement (back will illustrate) of described shear wall.
The two ends of every horizontal quarter butt 12 can reach the outside of two elongate rod 11, so that horizontal quarter butt 12 and elongate rod 11 form cross part in the outside of elongate rod 11, thereby use this cross part to block vertical reinforcement in the shear wall in needs.
Two adjacent ends of two elongate rod 11 can be fixed with horizontal quarter butt 13.Be convenient to so in use, the two ends of this shear wall vertical reinforcement locating part 10 are fixed on (back will be described) on the post reinforcing bar.Distance between post reinforcing bar and the wall reinforcing bar is that design specifications requires size.
Elongate rod 11 can be made by screw-thread steel with horizontal quarter butt 12, and horizontal quarter butt 12 and horizontal quarter butt 13 can be fixing with elongate rod 11 by welding.
Fig. 2 be the described shear wall vertical reinforcement of the first embodiment locating part 10 overlook the use schematic diagram.As shown in Figure 2, during the vertical reinforcement (also claiming the wall reinforcing bar) 100 in using the described shear wall vertical reinforcement of the first embodiment locating part 10 restriction shear walls mobile, the top of described locating part 10 from wall reinforcing bar 100 is enclosed within on the wall reinforcing bar 100, so that each cross part of elongate rod 11 and horizontal quarter butt 12 limits a wall reinforcing bar 100, and post reinforcing bar 200 colligations that the horizontal quarter butt 13 at limited part 10 two ends and colligation is good are fixed.In case of necessity, can chock side 300 between horizontal quarter butt 13 and the post reinforcing bar 200.After having limited the wall reinforcing bar, namely can build concrete.Should note, wall reinforcing bar 100 should be stuck in the correct position place (being inboard or the outside) of the cross part of elongate rod 11 and horizontal quarter butt 12, to adapt to the concrete direction, guarantee that wall reinforcing bar 100 can be resisted concrete impact in casting process, thus movement that can occurrence positions.When the concrete of building arrives the height of locating part 10 soon, stop to build.After the concrete of building reaches some strength, pull down locating part 10, in order to reuse.
Fig. 3 and Fig. 4 be the described shear wall vertical reinforcement of the first embodiment locating part 10 overlook the use schematic diagram.In situation shown in Figure 3, the spacing between gap ratio two row's wall reinforcing bars 100 of two elongate rod 11 is smaller, and therefore, wall reinforcing bar 100 is stuck in the outside of the cross part of elongate rod 11 and horizontal quarter butt.In situation shown in Figure 4, the spacing between gap ratio two row's wall reinforcing bars 100 of two elongate rod 11 is bigger, and therefore, wall reinforcing bar 100 is stuck in the inboard of the cross part of elongate rod 11 and horizontal quarter butt.
Fig. 5 is the schematic top plan view of the structure of the described shear wall vertical reinforcement of the second embodiment of the present utility model locating part 20.As shown in Figure 5, the described shear wall vertical reinforcement of the second embodiment locating part 20 comprises two the described shear wall vertical reinforcement of the first embodiment locating parts 10, these two shear wall vertical reinforcement locating parts 10 (are parallel between the elongate rod abreast, parallel between the horizontal quarter butt) stack, and stagger along diagonal.These two locating parts that stack 10 can weld together, and also can freely stack.The elongate rod of two locating parts 10 that stack and horizontal quarter butt have formed a plurality of rectangles restricted area 21.
Fig. 6 be the described shear wall vertical reinforcement of the second embodiment locating part 20 overlook the use schematic diagram.As shown in Figure 6, because elongate rod and the horizontal quarter butt of two locating parts 10 that stack have formed a plurality of rectangles restricted area 21, therefore, when being enclosed within locating part 20 on the wall reinforcing bar 100, a wall reinforcing bar 100 can be limited in each the rectangle restricted area 21 on the locating part 20.Because the restriction of the 21 pairs of wall reinforcing bars 100 in rectangle restricted area is completely, therefore, regardless of the concrete direction, wall reinforcing bar 100 can not move to any direction.
If two locating parts that stack 10 in the locating part 20 weld together, then can disposable locating part 20 be enclosed within on the wall reinforcing bar 100.If two locating parts that stack 10 in the locating part 20 freely stack, then can first first locating part 10 be enclosed within on the wall reinforcing bar 100 and with this locating part 10 and post reinforcing bar 200 and bind, and then second locating part 10 be enclosed within on the wall reinforcing bar 100, and form the rectangle restricted area with first locating part 10, afterwards, the second locating part 10 is bound with post reinforcing bar 200 or with the first locating part 10.
Fig. 7 is the schematic top plan view of the structure of the described shear wall vertical reinforcement of the 3rd embodiment of the present utility model locating part 30.As shown in Figure 7, the described shear wall vertical reinforcement of the 3rd embodiment locating part 30 and the described shear wall vertical reinforcement of the first embodiment locating part 10 are similar, also comprise two horizontal quarter butts 12 that parallel elongate rod 11 is parallel with Duo Gen, but in the 3rd embodiment, every elongate rod 11 comprises two lengthwise sub bars (the first lengthwise sub bar 11a and the second lengthwise sub bar 11b) with predetermined space, and every horizontal quarter butt 12 comprises two horizontal short sub bars (the first horizontal short sub bar 12a and the second horizontal short sub bar 12b) with predetermined space, wherein, the first lengthwise sub bar 11a in the limited part 30, the second lengthwise sub bar 11b, the first horizontal short sub bar 12a and the second horizontal short sub bar 12b form a plurality of rectangles restricted area 21.
Fig. 8 be the described shear wall vertical reinforcement of the 3rd embodiment locating part 30 overlook the use schematic diagram.As shown in Figure 8, when being enclosed within locating part 30 on the wall reinforcing bar 100, a wall reinforcing bar 100 can be limited in each the rectangle restricted area 21 on the locating part 30.Because the restriction of the 21 pairs of wall reinforcing bars 100 in rectangle restricted area is completely, therefore, regardless of the concrete direction, wall reinforcing bar 100 can not move to any direction.
From top description and the practice as can be known, use shear wall vertical reinforcement locating part described in the utility model can guarantee that vertically extending reinforcing bar position when concreting is accurate in the shear wall, thereby guaranteed workmanship, in addition, it is time-consuming to use the utility model can save artificial assembling reinforcement institute, thereby has improved speed of application.Moreover the utility model can be reused.
It will be appreciated by those skilled in the art that the shear wall vertical reinforcement locating part that proposes for above-mentioned the utility model, can also make various improvement and combination on the basis that does not break away from the utility model content.Therefore, protection domain of the present utility model should be determined by the content of appending claims.
Claims (6)
1. a shear wall vertical reinforcement locating part is characterized in that, comprises two horizontal quarter butts that parallel elongate rod is parallel with Duo Gen, wherein,
Described elongate rod is vertical with described horizontal quarter butt, and every horizontal quarter butt all is fixed on described two elongate rod;
The spacing of described two elongate rod equals row's spacing of two in described shear wall row vertical reinforcement, and the spacing of adjacent two horizontal quarter butts equals in the described shear wall spacing of adjacent two reinforcing bars in every row's vertical reinforcement in the described horizontal quarter butt; And
The cross part of described elongate rod and described horizontal quarter butt is used for blocking the vertical reinforcement of described shear wall.
2. shear wall vertical reinforcement locating part according to claim 1 is characterized in that,
The two ends of described every horizontal quarter butt reach the outside of described two elongate rod.
3. shear wall vertical reinforcement locating part according to claim 1 is characterized in that,
Adjacent two ends and the horizontal quarter butt of described two elongate rod are fixed.
4. shear wall vertical reinforcement locating part according to claim 1 is characterized in that, described elongate rod and described horizontal quarter butt are made by screw-thread steel, and described horizontal quarter butt is fixed by welding and described elongate rod.
5. shear wall vertical reinforcement locating part, it is characterized in that, comprise the described shear wall vertical reinforcement of the arbitrary claim locating part among two claim 1-5, these two shear wall vertical reinforcement locating parts stack abreast, and stagger along diagonal.
6. shear wall vertical reinforcement locating part according to claim 1 is characterized in that, described every elongate rod comprises two lengthwise sub bars with predetermined space, and described every horizontal quarter butt comprises two horizontal short sub bars with predetermined space.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220241241 CN202689345U (en) | 2012-05-25 | 2012-05-25 | Vertical reinforcement limiting part for shear walls |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220241241 CN202689345U (en) | 2012-05-25 | 2012-05-25 | Vertical reinforcement limiting part for shear walls |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202689345U true CN202689345U (en) | 2013-01-23 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220241241 Expired - Lifetime CN202689345U (en) | 2012-05-25 | 2012-05-25 | Vertical reinforcement limiting part for shear walls |
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| CN (1) | CN202689345U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103216043A (en) * | 2013-04-25 | 2013-07-24 | 云南建工第五建设有限公司 | Assembled steel fixer |
| CN103255924A (en) * | 2013-04-18 | 2013-08-21 | 中国核工业第二二建设有限公司 | Reinforced concrete shear wall or pillar stand rib mounting limiting device and mounting method thereof |
| CN115354862A (en) * | 2022-08-31 | 2022-11-18 | 中国十七冶集团有限公司 | Cast-in-place structure wall column steel bar positioning method and positioning device thereof |
-
2012
- 2012-05-25 CN CN 201220241241 patent/CN202689345U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103255924A (en) * | 2013-04-18 | 2013-08-21 | 中国核工业第二二建设有限公司 | Reinforced concrete shear wall or pillar stand rib mounting limiting device and mounting method thereof |
| CN103255924B (en) * | 2013-04-18 | 2015-06-10 | 中国核工业第二二建设有限公司 | Reinforced concrete shear wall or pillar stand rib mounting limiting device and mounting method thereof |
| CN103216043A (en) * | 2013-04-25 | 2013-07-24 | 云南建工第五建设有限公司 | Assembled steel fixer |
| CN115354862A (en) * | 2022-08-31 | 2022-11-18 | 中国十七冶集团有限公司 | Cast-in-place structure wall column steel bar positioning method and positioning device thereof |
| CN115354862B (en) * | 2022-08-31 | 2024-01-16 | 中国十七冶集团有限公司 | Positioning method and positioning device for cast-in-situ structural wall column steel bar |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130123 |