CN205012665U - Temporary fixing device of concrete wall joint bar - Google Patents
Temporary fixing device of concrete wall joint bar Download PDFInfo
- Publication number
- CN205012665U CN205012665U CN201520656886.5U CN201520656886U CN205012665U CN 205012665 U CN205012665 U CN 205012665U CN 201520656886 U CN201520656886 U CN 201520656886U CN 205012665 U CN205012665 U CN 205012665U
- Authority
- CN
- China
- Prior art keywords
- joint bar
- wall direction
- bar
- wall
- pole
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model relates to a building engineering construction field discloses a temporary fixing device of concrete wall joint bar, including respectively near arrange the suitable wall orientation pole of twice that the joint bar outside set up outside with in interior row of joint bar, the per pass is fixed with the perpendicular wall orientation dead lever of the mutual spaced of multichannel in the same direction as wall orientation pole inboard, and perpendicular wall orientation dead lever perpendicular to is in the same direction as wall orientation pole and near in the joint bar for with suitable wall orientation pole ligature in joint bar together, twice are in the same direction as the perpendicular wall orientation drawknot pole of the mutual spaced of fixedly connected with multichannel between the wall orientation pole, and perpendicular wall orientation drawknot pole perpendicular to is in the same direction as wall orientation pole and near in the joint bar for with suitable wall orientation pole ligature in joint bar together. The utility model discloses simple manufacture, construction convenience, and can effectively utilize building site material such as reinforcing bar, guarantee the wall body joint bar the concrete vibrate the in -process do not strikeed the dislocation, shake to one side, shake askew to the relative position who guarantees the vertical muscle of wall body is unchangeable, and then guarantees dry mass.
Description
Technical field
The utility model relates to building engineering construction field, specifically, relates to a kind of temporary fastening device for concrete wall joint bar.
Background technology
At present, the reinforced concrete works great majority such as China's civilian construction, public building are frame-shear-wall structure, have the building body of basement to be also designed with outer wall of basement, vertical reinforcement insertion in advance, colligation before basis or last layer structural concrete are built of the reinforced concrete walls such as shear wall are fixed simultaneously.But because in concrete construction, the impact force of vibrating spear is comparatively large, the as easy as rolling off a log dislocation of being vibrated of joint bar, shake oblique, shake askew.If can not adjust playback in time, after concrete final set, straightening joint bar difficulty is larger, local securing layer can be caused inadequate, affect workmanship when vertical reinforcement off normal is serious.
Utility model content
To be solved in the utility model is in the technical problem of easy off normal of vibrating after body of wall joint bar inserts in advance, a kind of temporary fastening device of concrete wall joint bar is provided, make simple and easy, easy construction, can effectively ensure body of wall joint bar in concrete vibrating process by impact dislocation, shake tiltedly, shake askew, ensure that the relative position of the vertical muscle of body of wall is constant, ensure workmanship.
In order to solve the problems of the technologies described above, the utility model is achieved by following technical scheme:
A temporary fastening device for concrete wall joint bar, comprise to be close proximity to respectively outside interior socket muscle and the twice of outer socket muscle arranged outside along wall direction backstay; The spaced vertical wall direction fixed bar of multiple tracks is fixed with along inside the backstay of wall direction described in per pass, described vertical wall direction fixed bar perpendicular to described along wall direction backstay and be close proximity to joint bar, described vertical wall direction fixed bar and described suitable wall direction backstay together colligation in joint bar; Be fixedly connected with the spaced vertical wall direction drawknot bar of multiple tracks along between the backstay of wall direction described in twice, described vertical wall direction drawknot bar is perpendicular to described suitable wall direction backstay.
Wherein, described vertical wall direction drawknot bar be close proximity to joint bar and with described along wall direction backstay together colligation in joint bar.
Wherein, the described length along wall direction backstay is identical to width with the level of joint bar scope to be fixed.
Wherein, the spacing of adjacent two described vertical wall direction fixed bars is the level interval of same socket muscle.
Wherein, the spacing of adjacent two described vertical wall direction drawknot bars is that five to octuple is in the level interval of same socket muscle.
The beneficial effects of the utility model are:
Concrete wall joint bar temporary fastening device of the present utility model makes simple, easy construction, and effectively can utilize the building site materials such as reinforcing bar, ensure that body of wall joint bar is not misplaced by impact in concrete vibrating process, it is oblique to shake, it is askew to shake, thus ensure that the relative position of the vertical muscle of body of wall is constant, and then ensure architecture quality.
Accompanying drawing explanation
Fig. 1 is the structural representation of concrete wall joint bar temporary fastening device provided by the utility model;
Fig. 2 is the using state schematic diagram of concrete wall joint bar temporary fastening device provided by the utility model.
In figure: 1-is along wall direction backstay; 2-vertical wall direction fixed bar; 3-vertical wall direction drawknot bar; Socket muscle in 4-; The outer socket muscle of 5-; L1-is with the level interval of socket muscle; The spacing of L2-vertical wall direction drawknot bar.
Detailed description of the invention
For summary of the invention of the present utility model, feature and effect can be understood further, hereby exemplify following examples, and coordinate accompanying drawing to be described in detail as follows:
As shown in Figure 1, present embodiments provide a kind of temporary fastening device of concrete wall joint bar, form along wall direction backstay 1, some vertical wall directions fixed bar 2, some vertical wall directions drawknot bar 3 by two.Select Φ 12 reinforcing bar along wall direction backstay 1, its length is identical to width with the level of joint bar scope to be fixed.The little lengths of rebar of Φ 12 of cutting 30mm selected by vertical wall direction fixed bar 2.Φ 12 reinforcing bar selected by vertical wall direction drawknot bar 3, and its length gets the level interval between the interior socket muscle 4 of wall and outer socket muscle 5.
Shown in composition graphs 2, two are parallel to each other along wall direction backstay 1, and for being close proximity to outside interior socket muscle 4 respectively and outer socket muscle 5 arranged outside.
The spaced vertical welding of some vertical wall directions fixed bar 2 is fixed on every root along inside wall direction backstay 1, and the spacing of adjacent two vertical wall direction fixed bars 2 is identical with the level interval L1 of same socket muscle.Vertical wall direction fixed bar 2, and can with along wall direction backstay 1, together colligation be in joint bar for being close proximity to the side of joint bar, thus temporary fixed to joint bar.
The spaced vertical welding of some vertical wall directions drawknot bar 3 is fixed on two along between wall direction backstays 1, and the spacing L2 of adjacent two vertical wall direction drawknot bars 3 is five times of the level interval L1 of same socket muscle.Vertical wall direction drawknot bar 3 mainly plays the effect that connection two root bead is connected to the suitable wall direction backstay 1 of vertical wall direction fixed bar 2, thus makes to form entirety with outer socket muscle 5 outside interior socket muscle 4.Vertical wall direction drawknot bar 3 is close proximity to the side of joint bar, and can with along wall direction backstay 1, together colligation is in joint bar, thus temporary fixed to joint bar; Namely vertical wall direction drawknot bar 3 can replace vertical wall direction fixed bar 2 on its position.
After the temporary fastening device of concrete wall joint bar has been assembled, can come into operation: after reinforced concrete wall joint bar completes, before concreting completes, this device colligation is fixed on the joint bar higher than concrete surface to be poured, after concrete final set, this device is pulled down.
Although be described preferred embodiment of the present utility model by reference to the accompanying drawings above; but the utility model is not limited to above-mentioned detailed description of the invention; above-mentioned detailed description of the invention is only schematic; be not restrictive; those of ordinary skill in the art is under enlightenment of the present utility model; do not departing under the ambit that present inventive concept and claim protect, can also make the concrete conversion of a lot of form, these all belong within protection domain of the present utility model.
Claims (5)
1. a temporary fastening device for concrete wall joint bar, is characterized in that, comprise to be close proximity to respectively outside interior socket muscle and the twice of outer socket muscle arranged outside along wall direction backstay; The spaced vertical wall direction fixed bar of multiple tracks is fixed with along inside the backstay of wall direction described in per pass, described vertical wall direction fixed bar perpendicular to described along wall direction backstay and be close proximity to joint bar, described vertical wall direction fixed bar and described suitable wall direction backstay together colligation in joint bar; Be fixedly connected with the spaced vertical wall direction drawknot bar of multiple tracks along between the backstay of wall direction described in twice, described vertical wall direction drawknot bar is perpendicular to described suitable wall direction backstay.
2. the temporary fastening device of a kind of concrete wall joint bar according to claim 1, is characterized in that, described vertical wall direction drawknot bar be close proximity to joint bar and with described along wall direction backstay together colligation in joint bar.
3. the temporary fastening device of a kind of concrete wall joint bar according to claim 1, is characterized in that, the described length along wall direction backstay is identical to width with the level of joint bar scope to be fixed.
4. the temporary fastening device of a kind of concrete wall joint bar according to claim 1, is characterized in that, the spacing of adjacent two described vertical wall direction fixed bars is the level interval of same socket muscle.
5. the temporary fastening device of a kind of concrete wall joint bar according to claim 1, is characterized in that, the spacing of adjacent two described vertical wall direction drawknot bars is that five to octuple is in the level interval of same socket muscle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520656886.5U CN205012665U (en) | 2015-08-27 | 2015-08-27 | Temporary fixing device of concrete wall joint bar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520656886.5U CN205012665U (en) | 2015-08-27 | 2015-08-27 | Temporary fixing device of concrete wall joint bar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205012665U true CN205012665U (en) | 2016-02-03 |
Family
ID=55211276
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520656886.5U Expired - Fee Related CN205012665U (en) | 2015-08-27 | 2015-08-27 | Temporary fixing device of concrete wall joint bar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205012665U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908977A (en) * | 2016-06-08 | 2016-08-31 | 成都建筑工程集团总公司 | Joint bar construction structure and method |
| CN106759280A (en) * | 2016-12-22 | 2017-05-31 | 中国十七冶集团有限公司 | A kind of extra-long foundation pile foundation joint bar positioning construction method |
| CN112922350A (en) * | 2021-03-05 | 2021-06-08 | 重庆第二师范学院 | Secondary structure wall lacing wire structure for building engineering and construction method |
| 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 |
-
2015
- 2015-08-27 CN CN201520656886.5U patent/CN205012665U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908977A (en) * | 2016-06-08 | 2016-08-31 | 成都建筑工程集团总公司 | Joint bar construction structure and method |
| CN106759280A (en) * | 2016-12-22 | 2017-05-31 | 中国十七冶集团有限公司 | A kind of extra-long foundation pile foundation joint bar positioning construction method |
| CN112922350A (en) * | 2021-03-05 | 2021-06-08 | 重庆第二师范学院 | Secondary structure wall lacing wire structure for building engineering and construction method |
| 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204983391U (en) | Exempt from to tear open precast concrete beam mold board | |
| CN205012665U (en) | Temporary fixing device of concrete wall joint bar | |
| CN204645268U (en) | A kind of infilled wall tie bar built-in fitting | |
| CN203856202U (en) | Simple pullable sizing device of reserved holes | |
| CN103556819B (en) | A kind of construction method of reserved constructional column hole on beam slab | |
| CN204826614U (en) | Exempt from to tear open precast concrete wall form | |
| CN103993753A (en) | Angle hoop tie reinforcement system of traditional stone masonry house and construction technology | |
| CN107227845A (en) | One kind filling wall construction post mold method | |
| CN105019600A (en) | Disassembly-free precast concrete frame column template | |
| CN203270595U (en) | Independent foundation construction inner formwork device with cup rabbet smaller than 600mm*600mm | |
| CN204059953U (en) | Hang mould prefab form | |
| CN206267179U (en) | A kind of flexible cladding soil nail wall protective slope structure | |
| CN104947597A (en) | Concrete box girder manhole model sealing system and construction method | |
| CN206667529U (en) | Ultrahigh masonry wall anti-seismic structure | |
| CN105604339B (en) | Secondary structure constructs column reinforcing method | |
| CN204662369U (en) | A kind of slope cantilever large form | |
| CN105019599A (en) | Disassembly-free precast concrete beam insulation template | |
| CN204826403U (en) | Exempt from to tear open precast concrete roof beam heat preservation template | |
| CN206289803U (en) | Prefabricated formwork built-in profile steel concrete walls | |
| CN204826411U (en) | Exempt from to tear open precast concrete frame post template | |
| CN205823298U (en) | Existing operation tunnel defect processing template fixed structure | |
| CN104264668B (en) | Stake mould of X-shaped Model Pile and preparation method thereof | |
| CN203441000U (en) | Anti-slip device for concrete pouring of gentle slope oblique beam structure | |
| CN206928645U (en) | One kind filling wall construction post formwork erecting structure | |
| CN206987109U (en) | A kind of embedded combined type exempts from formwork crisscross configuration post |
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: 20160203 Termination date: 20200827 |