CN104088402A - Structure and method for preventing vertical steel bars from deforming in construction - Google Patents
Structure and method for preventing vertical steel bars from deforming in construction Download PDFInfo
- Publication number
- CN104088402A CN104088402A CN201410347897.5A CN201410347897A CN104088402A CN 104088402 A CN104088402 A CN 104088402A CN 201410347897 A CN201410347897 A CN 201410347897A CN 104088402 A CN104088402 A CN 104088402A
- Authority
- CN
- China
- Prior art keywords
- vertical
- vertical reinforcement
- construction
- reinforcement
- backstay
- 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.)
- Pending
Links
Abstract
The invention relates to a structure and a method for preventing vertical steel bars from deforming in construction. The structure comprises a plurality of vertical steel bars and a bracket, wherein the vertical steel bars are arranged at intervals in the horizontal direction; the bracket is used for supporting the vertical steel bars; the bracket comprises a plurality of vertical locating rods and a plurality of connection rods; each vertical locating rod is fixed on one vertical steel bar; when fixing is implemented, the vertical locating rods are at least fixedly connected with the corresponding vertical steel bars at two ends; the two adjacent vertical locating rods are fixedly connected through one connection rod. According to the structure and the method, the condition that the vertical steel bars are kept upright can be effectively ensured, bending and deforming can be prevented and the construction difficulty is lowered, and therefore, on the one hand, the influence on the construction process caused by straightening the steel bars in the subsequent construction can be avoided; on the other hand, the self strength and stability of the steel bars can be improved, so that a solid foundation is laid for the engineering quality.
Description
Technical field
The present invention relates to the realm of building construction, particularly a kind of structure and method that prevents vertical reinforcement distortion in construction.
Background technology
Reinforcing bar mainly bears tensile stress in concrete, and notched bars is due to the effect of rib, and concrete has larger cementitiousness, thereby can bear better the effect of external force.Therefore, be widely used in various building structure, particularly large-scale, heavy, light thin wall and high building structure.
Along with socioeconomic development, more and more higher to construction requirement.Before concreting, generally need first reinforcing bar is erected in to precalculated position, in the time that reinforcing bar length is long and thinner, easily occur bendingly, affect the intensity of reinforcing bar self, and follow-uply execute man-hour requirement reinforcing bar is carried out to straightening processing, waste time and energy, affect construction speed.In prior art, generally prevent that by reinforcing bar being leaned against on scaffold large distortion from appearring in reinforcing bar, but because the method takies operation side, sets up difficulty, and because scaffold and reinforcing bar be not at same plane, above reinforcing bar leans against, produce bending, needed to be improved.
Summary of the invention
The object of the invention is to overcome the deficiency of above-mentioned prior art, a kind of structure and method that prevents vertical reinforcement distortion in construction is provided, execute man-hour requirement reinforcing bar is carried out straightening processing and affects construction speed to avoid follow-up, and improve reinforcing bar self strength and stability, for workmanship is taken a firm foundation.
The present invention, for realizing its object, has adopted following technical scheme:
A kind of structure that prevents vertical reinforcement distortion in construction, comprise some spaced vertical reinforcements and for supporting the support of described vertical reinforcement in horizontal direction, described support comprises several vertical backstays and several connecting rod, each vertical backstay is all fixed on a vertical reinforcement, and when fixing, described vertical backstay is at least fixedly connected with described corresponding vertical reinforcement at both ends, between two adjacent vertical backstays, is fixedly connected with respectively by connecting rod described in.
Preferably, described support can be to be arranged at intervals with along the horizontal direction of described vertical reinforcement the horizontal reinforcement distributing by stirrup or original shear wall between two multiple, adjacent supports to fix.Choosing again, described support can be also along the horizontal direction of described vertical reinforcement be provided with continuously between two multiple, adjacent supports by tying up, clamping or welding manner be fixed.
Preferably, described support is provided with one or more along the length direction of described vertical reinforcement.
Preferably, described vertical backstay all by tying up, clamping or welding manner be at least fixedly connected with described corresponding vertical reinforcement at both ends.
Preferably, between described connecting rod two ends and corresponding vertical backstay by tying up, clamping or welding manner be fixedly connected with.
Preferably, described vertical backstay can be fixed on the vertical reinforcement inner side of described correspondence, also can be fixed on the vertical reinforcement outside of described correspondence.
Preferably, described vertical backstay can be straight-bar structure, can be also V-arrangement knee structure.
A method that prevents vertical reinforcement distortion in construction, comprises the following steps: 1. preset some spaced vertical reinforcements in horizontal direction on coagulation soil matrix; 2. according to the arrangement position of described vertical reinforcement, it is divided into groups, and on each group of vertical reinforcement, arrange some supports in spaced mode, the horizontal reinforcement distributing by stirrup or original shear wall between two adjacent supports is fixed; 3. while arranging support, described support should comprise several vertical backstays and several connecting rod, each vertical backstay is all fixed on a vertical reinforcement, and when fixing, described vertical backstay is at least fixedly connected with described corresponding vertical reinforcement at both ends, between two adjacent vertical backstays, is fixedly connected with respectively by connecting rod described in; Make by this each vertical reinforcement keep from upright.
Preferably, can be according to the length of each group of vertical reinforcement, on each group of vertical reinforcement, arrange several along the equally distributed described support of vertical reinforcement length direction.
Compared with prior art, tool of the present invention has the following advantages:
The present invention links together by connecting rod by stationary positioned bar on vertical reinforcement and by the corresponding backstay on adjacent reinforcing bar, make can ensure from upright in the initialization process of each vertical reinforcement before fluid concrete, prevent that reinforcing bar from occuring bending and deformation, thereby avoiding on the one hand follow-up executes man-hour requirement reinforcing bar is carried out straightening processing and affects construction speed, also can improve on the other hand the strength and stability of reinforcing bar self, for workmanship is taken a firm foundation.The advantages such as it is time saving and energy saving to have, safety height.
Brief description of the drawings
Fig. 1 is the structural representation of an embodiment of the present invention, in figure, and described spacer support frame setting, described vertical backstay is fixed on vertical reinforcement inner side.
Fig. 2 is the structural representation of the another kind of embodiment of the present invention, and in figure, described support arranges continuously, and described vertical backstay is fixed on vertical reinforcement inner side.
Fig. 3 is the structural representation of another embodiment of the present invention, in figure, and described spacer support frame setting, described vertical backstay is fixed on vertical reinforcement outside.
Fig. 4 is the schematic side view one of Fig. 1, there is shown and on each root vertical reinforcement, be fixed with a vertical backstay, and the vertical backstay structure that is straight-bar.
Fig. 5 is the schematic side view two of Fig. 1, there is shown and on each root vertical reinforcement, be fixed with two vertical backstays, and the vertical backstay structure that is straight-bar.
Fig. 6 is the schematic side view three of Fig. 1, there is shown and on each root vertical reinforcement, be fixed with a vertical backstay, and vertical backstay is the structure of V-arrangement knee.
Detailed description of the invention
The embodiment providing below in conjunction with accompanying drawing is described in further detail the present invention.
As shown in Figures 1 to 6, a kind of structure that prevents vertical reinforcement distortion in construction provided by the invention, comprises some spaced vertical reinforcements 1 and for supporting the support 2 of described vertical reinforcement 1 in horizontal direction.Described support 2 comprises several vertical backstays 21 and several connecting rod 22, each vertical backstay 21 is all fixed on a vertical reinforcement 1, and when fixing, described vertical backstay 21 by tying up, clamping or welding manner be at least fixedly connected with described corresponding vertical reinforcement 1 at both ends, between two adjacent vertical backstays 21, be fixedly connected with by connecting rod described in one 22 respectively.
Preferably, described support 2 can be to be arranged at intervals with along the horizontal direction of described vertical reinforcement 1 horizontal reinforcement distributing by stirrup A or original shear wall between two multiple, adjacent supports 2 to fix.Certainly, described support 2 can be also provided with continuously along the horizontal direction of described vertical reinforcement 1 multiple, now between two adjacent supports 2 by tying up, clamping or welding manner be fixed.
Preferably, can be according to the length of described vertical reinforcement 1, on its length direction, arrange the support 2 of respective numbers, for example one or more.
Preferably, between described connecting rod 22 two ends and corresponding vertical backstay 21 by tying up, clamping or welding manner be fixedly connected with.
Preferably, described vertical backstay 21 can be fixed on vertical reinforcement 1 inner side of described correspondence, also can be fixed on vertical reinforcement 1 outside of described correspondence.
Preferably, described vertical backstay 21 can be straight-bar structure, can be also V-arrangement knee structure.
A kind of method that prevents vertical reinforcement distortion in construction provided by the invention, comprises the following steps: 1. preset some spaced vertical reinforcements in horizontal direction on coagulation soil matrix; 2. according to the arrangement position of described vertical reinforcement, it is divided into groups, and on each group of vertical reinforcement, arrange some supports in spaced mode, the horizontal reinforcement distributing by stirrup or original shear wall between two adjacent supports is fixed; 3. while arranging support, described support should comprise several vertical backstays and several connecting rod, each vertical backstay is all fixed on a vertical reinforcement, and when fixing, described vertical backstay is at least fixedly connected with described corresponding vertical reinforcement at both ends, between two adjacent vertical backstays, is fixedly connected with respectively by connecting rod described in; Make by this each vertical reinforcement keep from upright.
Preferably, can be according to the length of each group of vertical reinforcement, on each group of vertical reinforcement, arrange several along the equally distributed described support of vertical reinforcement length direction.
As described above, it is only preferred embodiment of the present invention, when not limiting scope of the invention process with this, the simple equivalence of in every case doing according to the present patent application the scope of the claims and invention description content changes and modifies, and all still remains within the scope of the patent.
Claims (10)
1. one kind prevents the structure of vertical reinforcement distortion in construction, comprise some spaced vertical reinforcements and for supporting the support of described vertical reinforcement in horizontal direction, it is characterized in that: described support comprises several vertical backstays and several connecting rod, each vertical backstay is all fixed on a vertical reinforcement, and when fixing, described vertical backstay is at least fixedly connected with described corresponding vertical reinforcement at both ends, between two adjacent vertical backstays, is fixedly connected with respectively by connecting rod described in.
2. a kind of structure that prevents vertical reinforcement distortion in construction as claimed in claim 1, it is characterized in that: described support is arranged at intervals with along the horizontal direction of described vertical reinforcement the horizontal reinforcement distributing by stirrup or original shear wall between two multiple, adjacent supports and fixes.
3. a kind of structure that prevents vertical reinforcement distortion in construction as claimed in claim 1, it is characterized in that: described support along the horizontal direction of described vertical reinforcement be provided with continuously between two multiple, adjacent supports by tying up, clamping or welding manner be fixed.
4. a kind of structure that prevents vertical reinforcement distortion in construction as described in claim 1 or 2 or 3, is characterized in that: described support is provided with one or more along the length direction of described vertical reinforcement.
5. a kind of structure that prevents vertical reinforcement distortion in construction as described in claim 1 or 2 or 3, is characterized in that: described vertical backstay all by tying up, clamping or welding manner be at least fixedly connected with described corresponding vertical reinforcement at both ends.
6. a kind of structure that prevents vertical reinforcement distortion in construction as described in claim 1 or 2 or 3, is characterized in that: between described connecting rod two ends and corresponding vertical backstay by tying up, clamping or welding manner be fixedly connected with.
7. a kind of structure that prevents vertical reinforcement distortion in construction as described in claim 1 or 2 or 3, is characterized in that: described vertical backstay can be fixed on the vertical reinforcement inner side of described correspondence, also can be fixed on the vertical reinforcement outside of described correspondence.
8. a kind of structure that prevents vertical reinforcement distortion in construction as described in claim 1 or 2 or 3, is characterized in that: described vertical backstay can be straight-bar structure, can be also V-arrangement knee structure.
9. a method that prevents vertical reinforcement distortion in construction, is characterized in that: 1. preset some spaced vertical reinforcements in horizontal direction on coagulation soil matrix; 2. according to the arrangement position of described vertical reinforcement, it is divided into groups, and on each group of vertical reinforcement, arrange some supports in spaced mode, the horizontal reinforcement distributing by stirrup or original shear wall between two adjacent supports is fixed; 3. while arranging support, described support should comprise several vertical backstays and several connecting rod, each vertical backstay is all fixed on a vertical reinforcement, and when fixing, described vertical backstay is at least fixedly connected with described corresponding vertical reinforcement at both ends, between two adjacent vertical backstays, is fixedly connected with respectively by connecting rod described in; Make by this each vertical reinforcement keep from upright.
10. a kind of method that prevents vertical reinforcement distortion in construction as claimed in claim 9, is characterized in that: can be according to the length of each group of vertical reinforcement, on each group of vertical reinforcement, arrange several along the equally distributed described support of vertical reinforcement length direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410347897.5A CN104088402A (en) | 2014-07-21 | 2014-07-21 | Structure and method for preventing vertical steel bars from deforming in construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410347897.5A CN104088402A (en) | 2014-07-21 | 2014-07-21 | Structure and method for preventing vertical steel bars from deforming in construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104088402A true CN104088402A (en) | 2014-10-08 |
Family
ID=51636149
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410347897.5A Pending CN104088402A (en) | 2014-07-21 | 2014-07-21 | Structure and method for preventing vertical steel bars from deforming in construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104088402A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853856A (en) * | 2018-12-27 | 2019-06-07 | 天津新宇建筑工程有限公司 | A kind of shear force wall reinforcing steel bar spacing control construction technology |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3122940A1 (en) * | 1981-06-10 | 1982-12-30 | Alfred 2351 Trappenkamp Schmidt | Spacer element for reinforcement inserts for concrete walls |
| CH670672A5 (en) * | 1988-04-27 | 1989-06-30 | Otto Heinzle | Reinforcing grid support for concrete walls - uses spacer wires with non corrosive ends or attached blocks adjacent to formwork |
| CN2087648U (en) * | 1991-05-03 | 1991-10-30 | 胡晓 | Reinforcement positioning support |
| FR2721640A1 (en) * | 1994-06-28 | 1995-12-29 | Bokobza Galdys | Method of manufacture of reinforced concrete frame |
| DE4337523C2 (en) * | 1993-11-01 | 1996-12-12 | Emmanuel Ouranos | Spacer and fastening for concrete formwork, at the same time device for fastening the reinforcement and keeping it at a certain, predetermined distance from the formwork |
| CN201103196Y (en) * | 2007-10-26 | 2008-08-20 | 长业建设集团有限公司 | Multifunctional locating hook for shearing force wall |
| CN201305954Y (en) * | 2008-11-26 | 2009-09-09 | 中铁建工集团有限公司 | Reinforced bar spacer |
| CN202181657U (en) * | 2011-07-22 | 2012-04-04 | 中国建筑第八工程局有限公司 | Positioning strip for shear wall |
| CN103422677A (en) * | 2013-08-30 | 2013-12-04 | 南通八建集团有限公司 | Construction method for binding steel reinforced concrete composite structure reinforcing steel bars |
| CN204225364U (en) * | 2014-07-21 | 2015-03-25 | 李红波 | A kind of structure preventing vertical reinforcement distortion in construction |
-
2014
- 2014-07-21 CN CN201410347897.5A patent/CN104088402A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3122940A1 (en) * | 1981-06-10 | 1982-12-30 | Alfred 2351 Trappenkamp Schmidt | Spacer element for reinforcement inserts for concrete walls |
| CH670672A5 (en) * | 1988-04-27 | 1989-06-30 | Otto Heinzle | Reinforcing grid support for concrete walls - uses spacer wires with non corrosive ends or attached blocks adjacent to formwork |
| CN2087648U (en) * | 1991-05-03 | 1991-10-30 | 胡晓 | Reinforcement positioning support |
| DE4337523C2 (en) * | 1993-11-01 | 1996-12-12 | Emmanuel Ouranos | Spacer and fastening for concrete formwork, at the same time device for fastening the reinforcement and keeping it at a certain, predetermined distance from the formwork |
| FR2721640A1 (en) * | 1994-06-28 | 1995-12-29 | Bokobza Galdys | Method of manufacture of reinforced concrete frame |
| CN201103196Y (en) * | 2007-10-26 | 2008-08-20 | 长业建设集团有限公司 | Multifunctional locating hook for shearing force wall |
| CN201305954Y (en) * | 2008-11-26 | 2009-09-09 | 中铁建工集团有限公司 | Reinforced bar spacer |
| CN202181657U (en) * | 2011-07-22 | 2012-04-04 | 中国建筑第八工程局有限公司 | Positioning strip for shear wall |
| CN103422677A (en) * | 2013-08-30 | 2013-12-04 | 南通八建集团有限公司 | Construction method for binding steel reinforced concrete composite structure reinforcing steel bars |
| CN204225364U (en) * | 2014-07-21 | 2015-03-25 | 李红波 | A kind of structure preventing vertical reinforcement distortion in construction |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853856A (en) * | 2018-12-27 | 2019-06-07 | 天津新宇建筑工程有限公司 | A kind of shear force wall reinforcing steel bar spacing control construction technology |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205935675U (en) | Shaped steel concrete structure template sleeve screw rod drawknot structure | |
| CN102733397A (en) | Inner supporting connecting element with variable dimension and force transmission direction for retaining and protecting foundation pit | |
| CN104294984A (en) | Thin-wall square box anti-floating structure and construction method thereof | |
| CN202227590U (en) | Column rib locator for reinforced concrete column | |
| CN105369745A (en) | Bridge support exchanging and lifting reaction frame | |
| CN105275126A (en) | Standardized prefabricated part for nonstandard shear wall and production method of standardized prefabricated part | |
| CN202430994U (en) | Template limiting clamp | |
| CN104088402A (en) | Structure and method for preventing vertical steel bars from deforming in construction | |
| CN206309019U (en) | One kind is used for heavy in section frame column gang form bracing means | |
| CN206397137U (en) | A kind of framed column template bracing means | |
| CN204225364U (en) | A kind of structure preventing vertical reinforcement distortion in construction | |
| CN104060841A (en) | Large-span steel girder installation construction method | |
| CN203669468U (en) | Structure for fixing floor-stand vertical column | |
| CN107476573A (en) | A kind of formwork reinforcement support system of inverted tubaeform arc shear wall | |
| CN103061444B (en) | Self-supporting deformed steel-encased concrete composite beam | |
| CN203603482U (en) | Stair formwork supporting system | |
| CN105113541A (en) | Self-supporting bent-frame-free and template-free basement beam-free floor and inverse construction method of same | |
| CN206053370U (en) | A kind of prefabrication lifting component supports corner brace instrument | |
| CN201358794Y (en) | Combined type concrete construction arch pattern | |
| CN204875544U (en) | T type roof beam pterygoid lamina reinforcing bar fetal membrane | |
| CN205046843U (en) | Reinforcing apparatus's stair template of marking time in middle of installation | |
| CN103882868A (en) | Single-side formwork erecting structure for enclosing purlin in cast-in-pace pile enclosing protection and constructing method | |
| CN204199509U (en) | Thin-walled square chest float Structure | |
| CN203961092U (en) | The anti-braced structures of a kind of suspension rod | |
| CN203097282U (en) | Floorslab concrete ridge platform whole-pouring formwork support |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20141008 |