CN204081521U - Board wall vertical reinforcement constructing structure - Google Patents
Board wall vertical reinforcement constructing structure Download PDFInfo
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- CN204081521U CN204081521U CN201420497130.6U CN201420497130U CN204081521U CN 204081521 U CN204081521 U CN 204081521U CN 201420497130 U CN201420497130 U CN 201420497130U CN 204081521 U CN204081521 U CN 204081521U
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 83
- 238000005452 bending Methods 0.000 claims abstract description 29
- 238000004873 anchoring Methods 0.000 claims abstract description 25
- 230000000875 corresponding Effects 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 24
- 239000000463 material Substances 0.000 abstract description 20
- 239000002699 waste material Substances 0.000 abstract description 3
- 230000003014 reinforcing Effects 0.000 description 7
- 230000000694 effects Effects 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000003643 water by type Substances 0.000 description 2
- 210000003205 Muscles Anatomy 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000002407 reforming Methods 0.000 description 1
- 230000001131 transforming Effects 0.000 description 1
Abstract
Need to be connected with the joint bar be embedded in advance in base plate for board wall vertical reinforcement in prior art, cause the technical problem that the anchoring bending segment absolute altitude of the waste of manpower and materials and vertical reinforcement does not often meet the demands, the utility model discloses a kind of board wall vertical reinforcement constructing structure, comprise support bracket, some overturning or slip resistance analysis diagonal braces and the load-bearing cross bar for the anchoring bending segment that supports board wall vertical reinforcement, support bracket is arranged at the outside of board wall to be onstructed, the top of support bracket is provided with some bars of encorbelmenting to horizontal-extending inside board wall to be onstructed, encorbelment described in load-bearing cross bar is arranged on bar, one end of overturning or slip resistance analysis diagonal brace supports corresponding bar of encorbelmenting, the other end is arranged at the bottom of support bracket respectively, load-bearing cross bar is utilized to support the anchoring bending segment of board wall vertical reinforcement, board wall vertical reinforcement once mounting is put in place, accurately can control the absolute altitude of the anchoring bending segment of board wall vertical reinforcement, reduce manpower, material cost, effective accelerating construction progress also improves construction quality.
Description
Technical field
The utility model belongs to the realm of building construction, particularly a kind of board wall vertical reinforcement constructing structure.
Background technology
At present, along with the development of China market economy, enterprise in charge of construction is also in the new stage of keeping reforming, innovating, because the bidding period is the low tender price accepting order, the continuous increase of construction stage material cost and labor cost, enterprise is that energy is healthy, sustainable development, certainly will need obtain certain breakthrough from outmoded construction technology, thus reached the object of cost efficiency by technical economized measure truly, and then finally to get a profit service for project.On the other hand, China is just vigorously implementing the transformation of Economic Development Mode, and country actively advocates " green engineering ", also must reach " saving metal material and energy " target as building enterprise.
The construction method of existing board wall vertical reinforcement is, base plate is pre-buried vertical joint bar when building, and then the vertical reinforcement of board wall and joint bar are carried out colligation connection, installation form carries out building of board wall.On the one hand, because vertical reinforcement and joint bar need to carry out colligation, the waste of material and manpower can therefore be caused.On the other hand, may construction error be there is in the height of joint bar, also construction error may be there is in the link position inserting steel and vertical reinforcement, easily there is the problem causing vertical reinforcement to fill a vacancy because the anchoring bending segment of board wall vertical reinforcement does not mate with the reinforcing bar height in top board or cut off, cause the waste of material and manpower.
Reinforcing bar is as one of building operations stage three large main material, and whether its proportion in construction cost is got a profit to whole project and often played very important effect.China has achieved certain achievement in mechanical connection technique of reinforcement field, the rebar connecting technologies such as straight screw sleeve link technique, flash butt welding, electroslag pressure welding have been widely used at the realm of building construction, its relative bar splicing colligation connects, and the green construction target realizing material-saving for builing industry plays basic supporting role.
Between the critical role of bar material cost in whole project cost control, construction enterprises are as the main body of material purchases, construction, we make the transition to fine-grained management in line with extensive style, with the principle that empirical makes the transition to procedure, reinforcement installation engineering is made every effort to be able to uniform technical standards, produce to realize site assemblyization, thus reduce manpower, material power cost, the object reaching accelerating construction progress, improve construction quality, reduce material cost.
Utility model content
The purpose of this utility model is to provide a kind of board wall vertical reinforcement constructing structure, load-bearing cross bar can be utilized to support the anchoring bending segment of board wall vertical reinforcement, board wall vertical reinforcement once mounting is put in place, accurately can control the absolute altitude of the anchoring bending segment of board wall vertical reinforcement, reduce manpower, material cost, reach accelerating construction progress, improve the object of construction quality.
For solving the problems of the technologies described above, the utility model provides following technical scheme:
A kind of board wall vertical reinforcement constructing structure, comprise: support bracket, some overturning or slip resistance analysis diagonal braces and the load-bearing cross bar for the anchoring bending segment that supports board wall vertical reinforcement, described support bracket is arranged at the outside of board wall to be onstructed, the top of described support bracket is provided with some bars of encorbelmenting to horizontal-extending inside board wall to be onstructed, encorbelment on bar described in described load-bearing cross bar is arranged at, one end of described overturning or slip resistance analysis diagonal brace supports corresponding bar of encorbelmenting, and the other end is arranged at the bottom of described support bracket respectively.
Optionally, described support bracket comprises some board-like stands and is connected cross bar with some first, and the spaced and parallel arrangement of described some board-like stands is also linked into an integrated entity by described some first connection cross bars.
Optionally, described board-like stand comprises at least two vertical rods and is connected cross bar with some second, connect cross bar by described second between described vertical rod to connect, described first connects cross bar is connected cross bar and is horizontally disposed with and mutually vertical with described second, described second to connect cross bar spaced apart in described vertical rod along vertical direction, be positioned at second of the top connect cross bar extend to form inside board wall to be onstructed described in encorbelment bar.
Optionally, in above-mentioned board wall vertical reinforcement constructing structure, also comprise the outer bearing diagonal of some foundation ditches, one end of the outer bearing diagonal of described foundation ditch supports the top of each described board-like stand respectively, and the other end is arranged on the ground outside foundation ditch respectively.
Optionally, one end of the outer bearing diagonal of described foundation ditch supports the vertical rod junction that superposed second of described board-like stand connects cross bar and is positioned at outside.
Optionally, second of the bottom that is positioned at that the other end of described overturning or slip resistance analysis diagonal brace is arranged at described board-like stand connects cross bar and the junction of described vertical rod being positioned at inner side.
Optionally, described some board-like stands equidistantly arrange.
Optionally, described board wall vertical reinforcement constructing structure is thick by 3.0mm
steel pipe assembling formed.
Of the present utility modelly provide a kind of board wall vertical reinforcement constructing structure, load-bearing cross bar can be utilized to support the anchoring bending segment of board wall vertical reinforcement, it is that once mounting is to top that board wall vertical reinforcement once mounting is put in place, accurately can control the absolute altitude of the anchoring bending segment of board wall vertical reinforcement, accurately can control wallboard vertical reinforcement and anchor into top board crotch absolute altitude.The utility model replaces employing first reserved joint bar in plate in prior art, after bottom board concrete waters and has smash, the method of vertical reinforcement is installed by technical methods such as colligation, welding or sleeve connection, effectively overlap joint colligation vertical reinforcement and Master Cost needed for joint bar and the labour cost during colligation are saved, and vertical reinforcement once mounting is to the construction method on top, can guarantee that vertical reinforcement anchors into the absolute altitude of top board inner bending part, stop the too high constructional difficulties caused of anchoring bending segment absolute altitude because of vertical reinforcement.Therefore, adopt this novel constructing structure, the main material use quantity of reinforcing bar of minimizing can be played, accomplish to save human and material resources, have effect attractive in appearance, absolute altitude and act on accurately.
Generally speaking, the beneficial effect that brings of the utility model is as follows:
1, standard product: system is made up of series of standards component (i.e. steel pipe), all components are job site the most common turnover equipment material, therefore, constant product quality, and there is versatility.
2, simple and easy installation: general only need 2 people to set up, it is simple and easy, efficient to set up operation, obviously reduces labour intensity.
3, cost-saving: owing to adopting this constructing structure, the amount of reinforcement because overlap joint colligation produces can be reduced or adopt the quantity being mechanically connected the straight screw sleeve produced, the human cost that can effectively save material cost and therefore cause.
4, construction quality is good: due to the one-shot forming of board wall vertical reinforcement, ensure that the quality of reinforcing bar in board wall, decreases because colligation or mechanical connection cause board wall vertical reinforcement to install the risk of not in place produced quality problems.
5, the anchoring bending segment absolute altitude precise control of board wall vertical reinforcement and the precise control of reinforcing bar top bending absolute altitude: adopt above-mentioned constructing structure, can guarantee that board wall vertical reinforcement anchors into the bending segment absolute altitude of top board accurately, avoid the anchoring bending segment absolute altitude mistake because of vertical reinforcement cause filling a vacancy of reinforcing bar or cut off problem.
Accompanying drawing explanation
Fig. 1 is the front view of the board wall vertical reinforcement constructing structure of the utility model embodiment 1;
In figure: 1-overturning or slip resistance analysis diagonal brace, 2-vertical reinforcement, 21-anchoring bending segment, 3-load-bearing cross bar, 4-are encorbelmented, and bar, 5-first connect cross bar, 6-vertical rod, 7-second connect cross bar, the outer bearing diagonal of 8-foundation ditch, 9-base plate, 10-ground.
Detailed description of the invention
Central idea of the present utility model is, by arranging support bracket, some overturning or slip resistance analysis diagonal braces and load-bearing cross bar, load-bearing cross bar is utilized to support the anchoring bending segment of board wall vertical reinforcement, board wall vertical reinforcement once mounting is put in place, not only can reduce manpower, material cost, and accurately can control the absolute altitude of anchoring bending segment of board wall vertical reinforcement, effectively accelerate construction speed, improve construction quality.
Below in conjunction with the drawings and specific embodiments, the board wall vertical reinforcement constructing structure that the utility model proposes is described in further detail.According to the following describes and claims, advantage of the present utility model and feature will be clearer.It should be noted that, accompanying drawing all adopts the form that simplifies very much and all uses non-ratio accurately, only in order to object that is convenient, aid illustration the utility model embodiment lucidly.
Refer to Fig. 1, present embodiment discloses a kind of board wall vertical reinforcement constructing structure, comprise: support bracket, some overturning or slip resistance analysis diagonal braces 1 and the load-bearing cross bar 3 for the anchoring bending segment 21 that supports board wall vertical reinforcement 2, described support bracket is arranged at the outside of board wall to be onstructed, vertical reinforcement 2 is as the vertical main muscle of board wall inside to be onstructed, the top of described support bracket is provided with some bars 4 of encorbelmenting to horizontal-extending inside board wall to be onstructed, encorbelment described in described load-bearing cross bar 3 is arranged on bar 4, one end of described overturning or slip resistance analysis diagonal brace 1 supports corresponding bar 4 of encorbelmenting, the other end is arranged at the bottom of described support bracket respectively.Load-bearing cross bar 3 is utilized to support the anchoring bending segment 21 of board wall vertical reinforcement 2, board wall vertical reinforcement 2 can once mounting be put in place, wherein, the lower end of vertical reinforcement 2 is embedded in base plate 9 in advance, the anchoring bending segment 21 of vertical reinforcement 2 is supported by load-bearing cross bar 3, so, not only eliminate the connection work of joint bar and vertical reinforcement 2 in prior art, thus use manpower and material resources sparingly, and put in place due to vertical reinforcement 2 once mounting, therefore the absolute altitude of the anchoring bending segment 21 of board wall vertical reinforcement 2 can directly accurately be controlled, avoid causing filling a vacancy or cutting off problem of vertical reinforcement 2 because the absolute altitude of the anchoring bending segment 21 of vertical reinforcement 2 is undesirable in prior art, thus effectively accelerate construction speed, improve construction quality.
Preferably, described support bracket comprises some board-like stands and is connected cross bar 5 with some first, the spaced and parallel arrangement of described some board-like stands, namely described some board-like stands are arranged in parallel and connect cross bar 5 by described some first and link into an integrated entity along the axially spaced-apart of described load bearing cross beam, and described first connects cross bar 5 parallels with described load-bearing cross bar 3.The support bracket structure of setting like this is stablized, and can support described load-bearing cross bar 3 more securely.
Preferably, described board-like stand comprises at least two vertical rods 6 and is connected cross bar 7 with some second, connect cross bar 7 by described second between described vertical rod 6 to connect, described first connects cross bar 5 is connected cross bar 7 and is horizontally disposed with and mutually vertical with described second, described second to connect cross bar 7 spaced apart in described vertical rod 6 along vertical direction, be positioned at second of the top connect cross bar 7 extend to form inside board wall to be onstructed described in encorbelment bar 4.
Preferably, in above-mentioned board wall vertical reinforcement constructing structure, also comprise the outer bearing diagonal 8 of some foundation ditches, one end of the outer bearing diagonal 8 of described foundation ditch supports the top of each described board-like stand respectively, and the other end is arranged on the ground 10 outside foundation ditch respectively.By arranging the outer bearing diagonal 8 of described foundation ditch, support bracket can be made more stable.Concrete, in the present embodiment, one end of the outer bearing diagonal 8 of described foundation ditch supports superposed second of described board-like stand and connects cross bar 7 and vertical rod 6 junction being positioned at outside, thus makes the outer connection between bearing diagonal 8 and board-like stand of foundation ditch more firm, improves the stability of support bracket.
Preferably, second of the bottom that is positioned at that the other end of described overturning or slip resistance analysis diagonal brace 1 is arranged at described board-like stand connects cross bar 7 and the junction of described vertical rod 6 being positioned at inner side, the connection between overturning or slip resistance analysis diagonal brace 1 and board-like stand so can be made more firm, improve the stability of support bracket.
Preferably, described some board-like stands equidistantly arrange, thus whole support bracket can be made to support load-bearing cross bar 3 more reposefully.
Preferably, described board wall vertical reinforcement constructing structure is thick by 3.0mm
steel pipe assembling formed.I.e. all components of the board wall vertical reinforcement constructing structure of the present embodiment, comprise the outer diagonal brace of support bracket, some overturning or slip resistance analysis diagonal braces 1, load-bearing cross bar 3 and foundation ditch and all adopt 3.0mm thick
steel pipe composition.All components are the common turnover equipment material of construction, and selection is convenient, highly versatile.
In sum, the utility model provides a kind of board wall vertical reinforcement constructing structure, load-bearing cross bar can be utilized to support the anchoring bending segment of board wall vertical reinforcement, it is that once mounting is to top that board wall vertical reinforcement once mounting is put in place, and accurately control the absolute altitude of the anchoring bending segment of board wall vertical reinforcement, accurately can control wallboard vertical reinforcement and anchor into top board crotch absolute altitude.The utility model replaces existing employing first reserved joint bar in plate, after bottom board concrete waters and has smash, the method of vertical reinforcement is installed by technical methods such as colligation, welding or sleeve connection, overlap joint colligation vertical reinforcement and Master Cost needed for joint bar and the labour cost during colligation are greatly saved, and vertical reinforcement once mounting is to the construction method on top, can guarantee that vertical reinforcement anchors into the absolute altitude of top board inner bending part, stop the too high constructional difficulties caused of anchoring bending segment absolute altitude because of vertical reinforcement.According to constructing structure of the present utility model, can play and reduce reinforcing bar main material use quantity, accomplish to save human and material resources, have effect attractive in appearance, absolute altitude and act on accurately.
Claims (8)
1. a board wall vertical reinforcement constructing structure, it is characterized in that, comprise: support bracket, some overturning or slip resistance analysis diagonal braces and the load-bearing cross bar for the anchoring bending segment that supports board wall vertical reinforcement, described support bracket is arranged at the outside of board wall to be onstructed, the top of described support bracket is provided with some bars of encorbelmenting to horizontal-extending inside board wall to be onstructed, encorbelment on bar described in described load-bearing cross bar is arranged at, one end of described overturning or slip resistance analysis diagonal brace supports corresponding bar of encorbelmenting, and the other end is arranged at the bottom of described support bracket respectively.
2. board wall vertical reinforcement constructing structure as claimed in claim 1, it is characterized in that, described support bracket comprises some board-like stands and is connected cross bar with some first, and the spaced and parallel arrangement of described some board-like stands is also linked into an integrated entity by described some first connection cross bars.
3. board wall vertical reinforcement constructing structure as claimed in claim 2, it is characterized in that, described board-like stand comprises at least two vertical rods and is connected cross bar with some second, connect cross bar by described second between described vertical rod to connect, described first connects cross bar is connected cross bar and is horizontally disposed with and mutually vertical with described second, described second to connect cross bar spaced apart in described vertical rod along vertical direction, be positioned at second of the top connect cross bar extend to form inside board wall to be onstructed described in encorbelment bar.
4. board wall vertical reinforcement constructing structure as claimed in claim 3, is characterized in that, also comprises the outer bearing diagonal of some foundation ditches, and one end of the outer bearing diagonal of described foundation ditch supports the top of each described board-like stand respectively, and the other end is arranged on the ground outside foundation ditch respectively.
5. board wall vertical reinforcement constructing structure as claimed in claim 4, is characterized in that, one end of the outer bearing diagonal of described foundation ditch supports superposed second of described board-like stand and connects cross bar and the vertical rod junction being positioned at outside.
6. board wall vertical reinforcement constructing structure as claimed in claim 3, is characterized in that, second of the bottom that is positioned at that the other end of described overturning or slip resistance analysis diagonal brace is arranged at described board-like stand connects cross bar and the junction of described vertical rod being positioned at inner side.
7. board wall vertical reinforcement constructing structure as claimed in claim 2, it is characterized in that, described some board-like stands equidistantly arrange.
8. as the board wall vertical reinforcement constructing structure of any one in claim 1-7, it is characterized in that, described board wall vertical reinforcement constructing structure is thick by 3.0mm
steel pipe assembling formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420497130.6U CN204081521U (en) | 2014-08-29 | 2014-08-29 | Board wall vertical reinforcement constructing structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420497130.6U CN204081521U (en) | 2014-08-29 | 2014-08-29 | Board wall vertical reinforcement constructing structure |
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| CN204081521U true CN204081521U (en) | 2015-01-07 |
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| CN201420497130.6U Active CN204081521U (en) | 2014-08-29 | 2014-08-29 | Board wall vertical reinforcement constructing structure |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735344A (en) * | 2014-12-08 | 2016-07-06 | 中冶天工上海十三冶建设有限公司 | Circle ground pit lining wall steel bar colligation support and lining wall reverse building method |
| CN110185063A (en) * | 2019-05-31 | 2019-08-30 | 中国十七冶集团有限公司 | A kind of wall vertical reinforcement fixed structure and its fixing means |
| CN110424456A (en) * | 2019-07-24 | 2019-11-08 | 中国十七冶集团有限公司 | A kind of wall vertical reinforcement fixing means |
-
2014
- 2014-08-29 CN CN201420497130.6U patent/CN204081521U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735344A (en) * | 2014-12-08 | 2016-07-06 | 中冶天工上海十三冶建设有限公司 | Circle ground pit lining wall steel bar colligation support and lining wall reverse building method |
| CN110185063A (en) * | 2019-05-31 | 2019-08-30 | 中国十七冶集团有限公司 | A kind of wall vertical reinforcement fixed structure and its fixing means |
| CN110424456A (en) * | 2019-07-24 | 2019-11-08 | 中国十七冶集团有限公司 | A kind of wall vertical reinforcement fixing means |
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