CN204738454U - Vertical rebar positioning instrument of wall post - Google Patents
Vertical rebar positioning instrument of wall post Download PDFInfo
- Publication number
- CN204738454U CN204738454U CN201520452442.XU CN201520452442U CN204738454U CN 204738454 U CN204738454 U CN 204738454U CN 201520452442 U CN201520452442 U CN 201520452442U CN 204738454 U CN204738454 U CN 204738454U
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- China
- Prior art keywords
- connecting portion
- vertical
- horizontal bar
- coupler body
- wall column
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- Expired - Fee Related
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- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model relates to an auxiliary component technical field of fixed building reinforcement specifically discloses a vertical rebar positioning instrument of wall post, including horizontal muscle and two at least vertical couples, vertical couple includes the horizontal emergence in upper portion coupler body, connecting portion and lower part, coupler body and emergence are located the both sides of connecting portion and pass through connecting portion fixed connection, horizontal muscle welds at the connecting portion of vertical couple and lies in coupler body one side, horizontal muscle and connecting portion mutually perpendicular, two at least equidistant evenly distributed of vertical couple are in on the horizontal muscle, the length of emergence equals required protective layer thickness. The utility model discloses can guarantee vertical rebar positioning of wall post and concrete cover thickness, easy operation, convenience, the efficiency of construction is high.
Description
Technical field
The utility model relates to the accessory technical field of fixed buildings reinforcement.
Background technology
Concrete cover refers to that reinforcing bar outward flange in concrete structure member is to the concrete of component surface scope for the protection of reinforcing bar, is called for short topping.In the construction of framework Core Walls Structure shear wall structure building thing, the side of wall column needs to place cushion block to ensure concrete cover to reinforcement thickness.When correcting wall column formwork topping cushion block cracky, drop, off normal; be difficult to the protective layer thickness ensureing vertical structure side reinforcing bar; reinforcing bar is easily subjected to displacement; need process during lower one deck to be onstructed; take a lot of work and affect the duration, deal with improperly and bring potential safety hazard, impact building using function to structure.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of wall column longitudinal reinforcement orientation tool, and can ensure wall column longitudinal reinforcement location and thickness of concrete cover, simple, convenient, efficiency of construction is high.
For solving the problems of the technologies described above, technical solution adopted in the utility model is: a kind of wall column longitudinal reinforcement orientation tool, comprise horizontal bar and at least two vertical hooks, described vertical hook comprises top coupler body, connecting portion and lower horizontal excrescence, and described coupler body and excrescence are positioned at the both sides of connecting portion and are fixedly connected with by connecting portion; Described horizontal bar is welded on the connecting portion of vertical hook and is positioned at coupler body side, and horizontal bar and connecting portion are mutually vertical; Described at least two vertical hooks are evenly distributed on described horizontal bar at equal intervals; The length of described excrescence equals required protective layer thickness.
Further, the length of described horizontal bar is a, and the sectional dimension of wall or post is b, b-a=4mm.
Further, described vertical hook and horizontal bar adopt Φ 12 reinforcing bar to make.
Further, described vertical hook adopts Φ 12 reinforcing bar to make, and described horizontal bar adopts Φ 16 reinforcing bar to make.
Further, the two ends of described horizontal bar and the end of described vertical hook excrescence are all arranged with plastic cap.
Further, the longitudinal length of described vertical hook is 120mm, and the bottom of the vertical hook of described horizontal bar distance is 50mm, and the hook of described coupler body is 30mm deeply.
The beneficial effect adopting technique scheme to produce is:
1, the utility model adopts the remaining reinforcing bar waste material in building site to process, and carries out secondary utilization, save cushion block cost to waste material.
2, the utility model can need to carry out processing and manufacturing according to construction in advance in construction, shortens the engineering time, improves efficiency of construction.
3, the utility model structure is simple, makes and easy to operate, can improve efficiency of construction nearly 30% compared to installing cushion block.
4, apply the utility model construction, do not affect next step working procedure, ensure that wall column longitudinal reinforcement location and thickness of concrete cover, avoid longitudinal reinforcement off normal, eliminate steel bar quality hidden danger.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the right view of Fig. 1;
Wherein, 1, vertically link up with; 2, horizontal bar.
Detailed description of the invention
The utility model wall column longitudinal reinforcement orientation tool is divided into two parts, comprise two vertically hook 1 and horizontal bars 2, hook comprises top coupler body, connecting portion and lower horizontal excrescence, and coupler body and excrescence are positioned at the both sides of connecting portion and are fixedly connected with by connecting portion; Horizontal bar 2 is welded on the connecting portion of vertical hook 1 and is positioned at coupler body side, and horizontal bar 2 and connecting portion are mutually vertical; Vertically linking up with 1 for two is evenly distributed on horizontal bar 2 at equal intervals; The length of excrescence equals required protective layer thickness.
The longitudinal length of vertical hook 1 is 120mm, and horizontal bar 2 is 50mm apart from the bottom of vertical hook 1, and the hook of coupler body is 30mm deeply.
This instrument material therefor is that the remaining reinforcing bar waste material in building site is processed.
The method that the utility model is implemented is when wall column structure level reinforcing bar binding (as: column tie-bar colligation), the reinforcing bar orientation tool processed in advance is hung on column tie-bar or on body of wall horizontal reinforcement, to ensure wall column sectional dimension, wall column longitudinal reinforcement is not subjected to displacement.Concrete example is as follows:
Embodiment 1
During for column structure, vertical hook 1 reinforcing bar adopts Φ 12, and horizontal bar 2 is determined according to the length of column cross-section size, meets following relation: 1. the length of horizontal bar 2 is a, and the sectional dimension of post is b, b-a=4mm; 2., as column length and all wide≤800mm, horizontal reinforcement adopts Φ 12; When column length and a wide wherein edge lengths > 800mm, horizontal reinforcement adopts Φ 16.Vertical hook 1 adopts spot-welded with horizontal bar 2 infall and becomes right-angled intersection to be connected, and vertically links up with 1 by horizontal bar 2 trisection for two.After the colligation of pillar stirrup, 1 meter far from ground, every side, pillar four sides, interval is not more than 1 meter and places one the utility model reinforcing bar orientation tool, be hung on column tie-bar, the height that adjacent both sides hang will stagger, and the width suggestion of coupler body is greater than stirrup diameter 2mm, and the two ends of horizontal bar 2 and the end of vertical hook 1 excrescence add plastic cap, prevent from revealing muscle, exempt later stage rust cleaning work.Horizontal bar 2 and the post of reinforcing bar orientation tool indulge muscle with tying up a colligation, ensure not offset when model sheetinstallat.
Embodiment 2
When for shear wall, in shear wall end usage with embodiment 1 column structure; During for shear wall two sides, horizontal bar 2 selects a high specification shear wall horizontal reinforcement, can replace one shear wall horizontal reinforcement.When shear wall horizontal reinforcement is less than Φ 12, horizontal bar 2 adopts Φ 12, and all the other are with embodiment 1.
The utility model reinforcing bar orientation tool can be processed in advance, and constructing operation is convenient, effectively can utilize steel scrap muscle or the leftover pieces in building site, carry out secondary utilization, both saved cushion block cost, effectively utilize building site resource again, reduces construction cost.Application the utility model reinforcing bar orientation tool efficiency of construction improves nearly 30% than installing cushion block; next step working procedure is not affected in work progress; ensure that wall column longitudinal reinforcement location and thickness of concrete cover, avoid longitudinal reinforcement off normal, eliminate steel bar quality hidden danger.
Claims (6)
1. a wall column longitudinal reinforcement orientation tool, it is characterized in that: comprise horizontal bar (2) and at least two vertical hooks (1), described vertical hook (1) comprises top coupler body, connecting portion and lower horizontal excrescence, and described coupler body and excrescence are positioned at the both sides of connecting portion and are fixedly connected with by connecting portion; Described horizontal bar (2) is welded on the connecting portion of vertical hook (1) and is positioned at coupler body side, and horizontal bar (2) is mutually vertical with connecting portion; Described at least two vertical hooks (1) are evenly distributed on described horizontal bar (2) at equal intervals; The length of described excrescence equals required protective layer thickness.
2. a kind of wall column longitudinal reinforcement orientation tool according to claim 1, is characterized in that the length of described horizontal bar (2) is a, and the sectional dimension of wall or post is b, b-a=4mm.
3. a kind of wall column longitudinal reinforcement orientation tool according to claim 1, is characterized in that described vertical hook (1) and horizontal bar (2) adopt Φ 12 reinforcing bar to make.
4. a kind of wall column longitudinal reinforcement orientation tool according to claim 1, it is characterized in that described vertical hook (1) adopts Φ 12 reinforcing bar to make, described horizontal bar (2) adopts Φ 16 reinforcing bar to make.
5. a kind of wall column longitudinal reinforcement orientation tool according to claim 3 or 4, is characterized in that the two ends of described horizontal bar (2) and the end of described vertical hook (1) excrescence are all arranged with plastic cap.
6. a kind of wall column longitudinal reinforcement orientation tool according to claim 1, is characterized in that the longitudinal length of described vertical hook (1) is 120mm, and the bottom of the vertical hook (1) of described horizontal bar (2) distance is 50mm, and the hook of described coupler body is 30mm deeply.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520452442.XU CN204738454U (en) | 2015-06-29 | 2015-06-29 | Vertical rebar positioning instrument of wall post |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520452442.XU CN204738454U (en) | 2015-06-29 | 2015-06-29 | Vertical rebar positioning instrument of wall post |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204738454U true CN204738454U (en) | 2015-11-04 |
Family
ID=54420197
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520452442.XU Expired - Fee Related CN204738454U (en) | 2015-06-29 | 2015-06-29 | Vertical rebar positioning instrument of wall post |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204738454U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110107028A (en) * | 2019-05-09 | 2019-08-09 | 中国建筑第八工程局有限公司 | Bar spacing controller and bar construction comprising the bar spacing controller |
| CN111042445A (en) * | 2020-02-27 | 2020-04-21 | 中国二十二冶集团有限公司 | Anti-deviation structure for vertical steel bars of constructional engineering and construction method |
-
2015
- 2015-06-29 CN CN201520452442.XU patent/CN204738454U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110107028A (en) * | 2019-05-09 | 2019-08-09 | 中国建筑第八工程局有限公司 | Bar spacing controller and bar construction comprising the bar spacing controller |
| CN111042445A (en) * | 2020-02-27 | 2020-04-21 | 中国二十二冶集团有限公司 | Anti-deviation structure for vertical steel bars of constructional engineering and construction 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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151104 Termination date: 20170629 |