CN205348839U - Shear force wall and floor strutting arrangement for concrete replacement - Google Patents
Shear force wall and floor strutting arrangement for concrete replacement Download PDFInfo
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- CN205348839U CN205348839U CN201620065535.1U CN201620065535U CN205348839U CN 205348839 U CN205348839 U CN 205348839U CN 201620065535 U CN201620065535 U CN 201620065535U CN 205348839 U CN205348839 U CN 205348839U
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- pillar stand
- sill
- sliding component
- entablature
- stand
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Abstract
The utility model discloses a shear force wall and floor strutting arrangement for concrete replacement, laying in the entablature of bottom end rail left and right sides top and two including bottom end rail, two symmetries and connecting respectively in the vertical braces stand that just can carry out left right translation between bottom end rail and two entablatures, bottom end rail and two entablatures are rectangle steel pipe and three and all are the level and lay, every vertical braces stand is by lower stand, be located down last stand directly over the stand, connect in the connecting sleeve between stand down and the last stand and drive the height -adjustable that the connecting sleeve carries out the manually rotate the mechanism group one -tenth of rotation saves the stand, going up the stand top and installing a last sliding component that clamps on the entablature, a lower sliding component that clamps on the bottom end rail is installed to lower stand bottom. The utility model has the advantages of simple structure and reasonable design and processing preparation and use simple and convenient, excellent in use effect can be portably, reliably support the regional week side concrete floor of concrete replacement fast to can used repeatedly.
Description
Technical field
This utility model belongs to technical field of building construction, especially relates to a kind of shear wall and a floorslab concrete displacement support arrangement.
Background technology
Skyscraper refers to that the building height house more than 27 meters and building height are more than the non-single-storey factory building of 24m, warehouse and other civil buildings.At present, what skyscraper adopted mostly is frame structure and frame-shear structure, and frame-shear structure is also referred to as frame-shear-wall structure.Frame structure refers to and is connect, just to connect or to be hinged and connected, the structure being constituted bearing system by beam and column；Frame-shear structure is to arrange a number of shear wall in frame structure, constitutes and uses space freely flexibly, meets the requirement of different building function, has equally again enough shear walls.Nowadays, frame structure and frame-shear structure are widely used.
At present, when shear wall intensity is not enough, many employings are replaced concrete method and shear wall and floor are reinforced.Before concrete replacement, need to shear wall replacement areas week side concrete floor carry out support top, the method generally adopted is that full hall scaffold is supported, and the method construction process is complicated, and input cost is high, uneconomical, and scaffold utilization rate is low.
Utility model content
Technical problem to be solved in the utility model is in that for above-mentioned deficiency of the prior art, a kind of shear wall and a floorslab concrete displacement support arrangement are provided, its simple in construction, reasonable in design and processing and fabricating and use easy and simple to handle, result of use good, energy is easy, quickly week side, concrete replacement region concrete floor is carried out secure support, and can repeatedly use.
For solving above-mentioned technical problem, the technical solution adopted in the utility model is: a kind of shear wall and a floorslab concrete displacement support arrangement, it is characterized in that: include sill, two symmetries are laid in the entablature above the sill left and right sides and two vertical supporting columns being connected between sill and two described entablatures and can carry out left and right translation, the structure of two described vertical supporting columns all identical with size and the two symmetrically lay, the structure of two described entablatures all identical with size and the two symmetrically lay, described sill and two described entablatures are rectangular steel pipe and three's all layings in level, described entablature is identical with the cross sectional dimensions of sill；Described sill, two described entablatures and two described vertical supporting columns are respectively positioned on same vertical plane；
The Height Adjustable column that each described vertical supporting column all forms for the manual rotation mechanism rotated by lower pillar stand, the upper pillar stand directly over lower pillar stand, the branch sleeve being connected between lower pillar stand and upper pillar stand and drive branch sleeve, described manual rotation mechanism is arranged on the middle part of branch sleeve；Described upper pillar stand is round steel pipe with lower pillar stand and the external diameter of the two is identical, all it is attached threadably between described upper pillar stand bottom and lower pillar stand top and branch sleeve, the upper inner of described branch sleeve is for holding screwed hole for lower pillar stand top peace inside the upper screwed hole for the installation of upper pillar stand bottom and its underpart, described upper screwed hole is contrary with the hand of spiral of described lower screwed hole, and described upper screwed hole is single thread with described lower screwed hole and the pitch of the two is identical；
Described upper pillar stand top is provided with a upper sliding component being installed on entablature and can carry out moving left and right along entablature, described lower pillar stand bottom is provided with a lower sliding component being installed on sill and can carry out moving left and right along sill, the structure of described upper sliding component and described lower sliding component and size is all identical and both at assembled sliding component；Being attached each through location bar between described upper sliding component and entablature and between described lower sliding component and sill, described location bar be level laying and itself and the perpendicular laying of entablature；Described assembled sliding component include horizontal steel plate and two be symmetrically mounted on the side shield of both sides before and after horizontal steel plate, be attached all in hinged way between two described side shields and horizontal steel plate and all have in the middle part of the two one for location bar install the first installing hole；The horizontal steel plate of described upper sliding component is fixed on upper pillar stand top, and two described side shields of described upper sliding component lay respectively at the both sides, front and back of entablature；The horizontal steel plate of described lower sliding component is fixed on lower pillar stand bottom, and two described side shields of described lower sliding component lay respectively at the both sides, front and back of sill；Having multiple the second installing hole installed for location bar on described entablature and sill all from left to right, described second installing hole is circular hole.
Above-mentioned a kind of shear wall and a floorslab concrete displacement support arrangement, is characterized in that: the rear and front end of described location bar is respectively arranged with a stop nut, two described stop nuts lay respectively at outside two described side shields.
Above-mentioned a kind of shear wall and a floorslab concrete displacement support arrangement, is characterized in that: multiple described second installing holes are in uniformly laying, and the spacing between adjacent two described second installing holes is 180mm～220mm.
Above-mentioned a kind of shear wall and a floorslab concrete displacement support arrangement, it is characterized in that: described manual rotation mechanism is dagger, described dagger is formed by connecting by two straight-bars being positioned in same level, described dagger is positioned in the middle part of branch sleeve, the outer end of two described straight-bars all extend out to outside branch sleeve, and all has the through hole passed for described straight-bar on four sidewalls all around of branch sleeve.
Above-mentioned a kind of shear wall and a floorslab concrete displacement support arrangement, is characterized in that: two described side shields are all in vertically to laying and both at rectangular steel plates, and described horizontal steel plate is rectangular steel plates.
Above-mentioned a kind of shear wall and a floorslab concrete displacement support arrangement, is characterized in that: be attached each through hinge between two described side shields and horizontal steel plate.
Above-mentioned a kind of shear wall and a floorslab concrete displacement support arrangement, is characterized in that: the length of described lower pillar stand is less than the length of upper pillar stand, and the length of described lower pillar stand is 1m～1.1m, and the length of described upper pillar stand is 1.4m～1.5m；The external diameter of described lower pillar stand and upper pillar stand is Φ 110mm～Φ 130mm and its wall thickness is 9mm～11mm.
Above-mentioned a kind of shear wall and a floorslab concrete displacement support arrangement, is characterized in that: the length of described entablature is 550mm～650mm, and the cross-sectional width of described entablature is 110mm～130mm and its cross-sectional height is 110mm～130mm.
Above-mentioned a kind of shear wall and a floorslab concrete displacement support arrangement, is characterized in that: the length of described sill is 1.1m～1.3m, and the cross-sectional width of described sill is 110mm～130mm and its cross-sectional height is 110mm～130mm.
Above-mentioned a kind of shear wall and a floorslab concrete displacement support arrangement, is characterized in that: the length of described branch sleeve is 250mm～350mm and its wall thickness is 9mm～11mm.
This utility model compared with prior art has the advantage that
1, simple in construction, reasonable in design and processing and fabricating is easy, input cost is relatively low.
2, use easy and simple to handle and support convenient, can easy, be quickly supported, and by the sleeve that is rotatably connected, vertical supporting column is stretched, meets the support demand between two floors.
3, result of use is good and occupation mode is flexible, can repeatedly use, and integrality performance of the structure is good, and support effect is good, and bearing capacity is high.Simultaneously, owing to being attached each through assembled sliding component between vertical supporting column and entablature and sill, because can easy, quickly the spacing between two vertical supporting columns is adjusted, thus meeting the support demand in different in width concrete replacement region.Owing to there is certain spacing between two entablatures, leaving the upper replacement passage for floor carries out concrete replacement between two entablatures, concrete replacement region on floor can be carried out concrete replacement by the space thereby through two entablatures.Further, by two entablatures are moved left and right, the position of upper replacement passage and width can be adjusted accordingly.
In sum, this utility model simple in construction, reasonable in design and processing and fabricating and use easy and simple to handle, result of use good, can easy, quickly week side, concrete replacement region concrete floor is carried out secure support, and can repeatedly use.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the left view of Fig. 1.
Description of reference numerals:
1 vertical supporting column；1-1 lower pillar stand；1-2 upper pillar stand；
1-3 branch sleeve；2 entablatures；3 sills；
4-1 horizontal steel plate；4-2 side shield；5 location bars；
6 first installing holes；7 second installing holes；8 stop nuts；
9 daggers；10 hinges.
Detailed description of the invention
Such as Fig. 1, shown in Fig. 2, this utility model includes sill 3, two symmetries are laid in the entablature 2 above sill 3 left and right sides and two vertical supporting columns 1 being connected between sill 3 and two described entablatures 2 and carrying out left and right translation, the structure of two described vertical supporting columns 1 all identical with size and the two symmetrically lay, the structure of two described entablatures 2 all identical with size and the two symmetrically lay, described sill 3 and two described entablatures 2 are rectangular steel pipe and three's all layings in level, described entablature 2 is identical with the cross sectional dimensions of sill 3.The described entablature 2 of described sill 3, two and two described vertical supporting columns 1 are respectively positioned on same vertical plane.
The Height Adjustable column that each described vertical supporting column 1 all forms for the manual rotation mechanism rotated by lower pillar stand 1-1, the upper pillar stand 1-2 directly over lower pillar stand 1-1, the branch sleeve 1-3 being connected between lower pillar stand 1-1 and upper pillar stand 1-2 and drive branch sleeve 1-3, described manual rotation mechanism is arranged on the middle part of branch sleeve 1-3.Described upper pillar stand 1-2 and lower pillar stand 1-1 is round steel pipe and the external diameter of the two is identical, all it is attached threadably between described upper pillar stand 1-2 bottom and lower pillar stand 1-1 top and branch sleeve 1-3, the upper inner of described branch sleeve 1-3 is for holding screwed hole for lower pillar stand 1-1 top peace inside the upper screwed hole for the installation of upper pillar stand 1-2 bottom and its underpart, described upper screwed hole is contrary with the hand of spiral of described lower screwed hole, and described upper screwed hole is single thread with described lower screwed hole and the pitch of the two is identical.
Described upper pillar stand 1-2 top is provided with a upper sliding component being installed on entablature 2 and can carry out moving left and right along entablature 2, described lower pillar stand 1-1 bottom is provided with a lower sliding component being installed on sill 3 and can carry out moving left and right along sill 3, the structure of described upper sliding component and described lower sliding component and size is all identical and both at assembled sliding component；Being attached each through location bar 5 between described upper sliding component and entablature 2 and between described lower sliding component and sill 3, described location bar 5 is laid in level and itself and the perpendicular laying of entablature 2；Described assembled sliding component includes horizontal steel plate 4-1 and two side shield 4-2 being symmetrically mounted on both sides before and after horizontal steel plate 4-1, is attached and all has in the middle part of the two first installing hole 6 installed for location bar 5 between two described side shield 4-2 and horizontal steel plate 4-1 all in hinged way；The horizontal steel plate 4-1 of described upper sliding component is fixed on upper pillar stand 1-2 top, and two described side shield 4-2 of described upper sliding component lay respectively at the both sides, front and back of entablature 2；The horizontal steel plate 4-1 of described lower sliding component is fixed on lower pillar stand 1-1 bottom, and two described side shield 4-2 of described lower sliding component lay respectively at the both sides, front and back of sill 3；Having multiple the second installing hole 7 installed for location bar 5 on described entablature 2 and sill 3 all from left to right, described second installing hole 7 is circular hole.
In the present embodiment, described first installing hole 6 is elongate holes.
In the present embodiment, the rear and front end of described location bar 5 is respectively arranged with a stop nut 8, and two described stop nuts 8 lay respectively at outside two described side shield 4-2.
Further, the length of described location bar 5 is 175mm～180mm.
Actual adding man-hour, multiple described second installing holes 7 are in uniformly laying, and the spacing between adjacent two described second installing holes 7 is 180mm～220mm.
In the present embodiment, the spacing between adjacent two described second installing holes 7 is 200mm.
In the present embodiment, described manual rotation mechanism is dagger 9, described dagger is formed by connecting by two straight-bars being positioned in same level, described dagger is positioned in the middle part of branch sleeve 1-3, the outer end of two described straight-bars all extend out to outside branch sleeve 1-3, and all has the through hole passed for described straight-bar on four sidewalls all around of branch sleeve 1-3.
Actual adding man-hour, described straight-bar is cylindrical steel rods, and two described straight-bars are welded and fixed and are integrated.
In the present embodiment, two described side shield 4-2 are all in vertically to laying and both at rectangular steel plates, and described horizontal steel plate 4-1 is rectangular steel plates.
In the present embodiment, it is attached each through hinge 10 between two described side shield 4-2 and horizontal steel plate 4-1.
Actual adding man-hour, the length of the described lower pillar stand 1-1 length less than upper pillar stand 1-2, the length of described lower pillar stand 1-1 is 1m～1.1m, and the length of described upper pillar stand 1-2 is 1.4m～1.5m；The external diameter of described lower pillar stand 1-1 and upper pillar stand 1-2 is Φ 110mm～Φ 130mm and its wall thickness is 9mm～11mm.The length of described entablature 2 is 550mm～650mm, and the cross-sectional width of described entablature 2 is 110mm～130mm and its cross-sectional height is 110mm～130mm.The length of described sill 3 is 1.1m～1.3m, and the cross-sectional width of described sill 3 is 110mm～130mm and its cross-sectional height is 110mm～130mm.The length of described branch sleeve 1-3 is 250mm～350mm and its wall thickness is 9mm～11mm.
In the present embodiment, the external diameter of described lower pillar stand 1-1 and upper pillar stand 1-2 is Φ 121mm and its wall thickness is 10mm.The length of described lower pillar stand 1-1 is 1054mm, and the length of described upper pillar stand 1-2 is 1454mm.The length of described entablature 2 is 600mm, and the cross-sectional width of described entablature 2 is 120mm and its cross-sectional height is 120mm.The length of described sill 3 is 1.2m, and the cross-sectional width of described sill 3 is 120mm and its cross-sectional height is 120mm.The length of described branch sleeve 1-3 is 300mm and its wall thickness is 10mm.
Time actually used, can according to specific needs, length and the wall thickness of lower pillar stand 1-1 and the external diameter of upper pillar stand 1-2, length and wall thickness, entablature 2 and the length of sill 3, cross-sectional width and cross-sectional height and branch sleeve 1-3 be adjusted accordingly respectively.
In the present embodiment, the length of described side shield 4-2 is 150mm and its width is 130mm, and the length and width of described horizontal steel plate 4-1 is 150mm.
Actual add man-hour, can according to specific needs, the length and width of side dams 4-2 and horizontal steel plate 4-1 adjusts accordingly respectively.
Leaving the upper replacement passage for floor carries out concrete replacement between two described entablatures 2, this upper replacement passage is the passage between two described entablatures 2.
Time actually used, according to reinforcing the concrete replacement regional location needing to carry out concrete replacement on shear wall, and combine and need to reinforce the concrete replacement regional location needing to carry out concrete replacement above shear wall on institute's support floor, this utility model is supported in the concrete replacement area inside need to reinforced on shear wall, and be superposed on reinforcing between two floors of the upper and lower both sides of shear wall, and the concrete replacement region needing to carry out concrete replacement on floor is made to be positioned at above described upper replacement passage.Before support, it is rotatably connected sleeve 1-3 by dagger 9, and branch sleeve 1-3 rotary course drives lower pillar stand 1-1 and upper pillar stand 1-2 be synchronously performed rotation, now lower pillar stand 1-1 moves up and upper pillar stand 1-2 moves down, so that vertical supporting column 1 to be shunk, and make the height of the present utility model vertical spacing less than two described floors；Afterwards, this utility model vertically it is positioned between two described floors and moves forward to described concrete replacement area inside；Subsequently, branch sleeve 1-3 is reversely rotated by dagger 9, and drive lower pillar stand 1-1 to move down and upper pillar stand 1-2 moves up, so that vertical supporting column 1 is extended, and make this utility model fastening support between two described floors, so just complete support process of the present utility model.
After support completes, carry out concrete replacement respectively to the supported floor of shear wall and top thereof need to be reinforced.Thus, practical operation is easy, by the sleeve 1-3 that is rotatably connected, vertical supporting column 1 is stretched, and meets the support demand between two described floors.Owing to being attached each through described assembled sliding component between vertical supporting column 1 and entablature 2 and sill 3, because can easy, quickly the spacing between two described vertical supporting columns 1 is adjusted, thus meeting the support demand in different in width concrete replacement region；Meanwhile, by two described entablatures 2 are moved left and right, the position of described upper replacement passage and width can be adjusted accordingly.
The above; it it is only preferred embodiment of the present utility model; not this utility model is imposed any restrictions; every any simple modification, change and equivalent structure change above example made according to this utility model technical spirit, all still falls within the protection domain of technical solutions of the utility model.
Claims (10)
1. a shear wall and a floorslab concrete displacement support arrangement, it is characterized in that: include sill (3), two symmetries are laid in the entablature (2) above sill (3) left and right sides and two vertical supporting columns (1) being connected between sill (3) and two described entablatures (2) and carrying out left and right translation, the structure of two described vertical supporting columns (1) all identical with size and the two symmetrically lay, the structure of two described entablatures (2) all identical with size and the two symmetrically lay, described sill (3) and two described entablatures (2) are rectangular steel pipe and three's all layings in level, described entablature (2) is identical with the cross sectional dimensions of sill (3)；Described sill (3), two described entablatures (2) and two described vertical supporting columns (1) are respectively positioned on same vertical plane；
Each described vertical supporting column (1) all for by lower pillar stand (1-1), be positioned at the Height Adjustable column that the manual rotation mechanism that the upper pillar stand (1-2) directly over lower pillar stand (1-1), the branch sleeve (1-3) being connected between lower pillar stand (1-1) and upper pillar stand (1-2) and drive branch sleeve (1-3) rotate forms, described manual rotation mechanism is arranged on the middle part of branch sleeve (1-3)；Described upper pillar stand (1-2) is round steel pipe with lower pillar stand (1-1) and the external diameter of the two is identical, all it is attached threadably between described upper pillar stand (1-2) bottom and lower pillar stand (1-1) top and branch sleeve (1-3), the upper inner of described branch sleeve (1-3) is for holding screwed hole for lower pillar stand (1-1) top peace inside the upper screwed hole for the installation of upper pillar stand (1-2) bottom and its underpart, described upper screwed hole is contrary with the hand of spiral of described lower screwed hole, described upper screwed hole is single thread with described lower screwed hole and the pitch of the two is identical；
Described upper pillar stand (1-2) top is provided with one and is installed in the upper sliding component that entablature (2) is upper and can carry out moving left and right along entablature (2), described lower pillar stand (1-1) bottom is provided with one and is installed in the lower sliding component that sill (3) is upper and can carry out moving left and right along sill (3), the structure of described upper sliding component and described lower sliding component and size is all identical and both at assembled sliding component；Being attached each through location bar (5) between described upper sliding component and entablature (2) and between described lower sliding component and sill (3), described location bar (5) is laid in level and itself and entablature (2) perpendicular laying；Described assembled sliding component includes horizontal steel plate (4-1) and two side shields (4-2) being symmetrically mounted on both sides, horizontal steel plate (4-1) front and back, is attached and all has in the middle part of the two first installing hole (6) installed for location bar (5) between two described side shields (4-2) and horizontal steel plate (4-1) all in hinged way；The horizontal steel plate (4-1) of described upper sliding component is fixed on upper pillar stand (1-2) top, and two described side shields (4-2) of described upper sliding component lay respectively at the both sides, front and back of entablature (2)；The horizontal steel plate (4-1) of described lower sliding component is fixed on lower pillar stand (1-1) bottom, and two described side shields (4-2) of described lower sliding component lay respectively at the both sides, front and back of sill (3)；Having multiple the second installing hole (7) installed for location bar (5) on described entablature (2) and sill (3) all from left to right, described second installing hole (7) is circular hole.
2. a kind of shear wall described in claim 1 and a floorslab concrete displacement support arrangement, it is characterized in that: the rear and front end of described location bar (5) is respectively arranged with a stop nut (8), two described stop nuts (8) lay respectively at two described side shield (4-2) outsides.
3. a kind of shear wall described in claim 1 or 2 and a floorslab concrete displacement support arrangement, it is characterized in that: multiple described second installing holes (7) are in uniformly laying, and the spacing between adjacent two described second installing holes (7) is 180mm～220mm.
4. a kind of shear wall described in claim 1 or 2 and a floorslab concrete displacement support arrangement, it is characterized in that: described manual rotation mechanism is dagger (9), described dagger is formed by connecting by two straight-bars being positioned in same level, described dagger is positioned at branch sleeve (1-3) middle part, the outer end of two described straight-bars all extend out to branch sleeve (1-3) outside, and all has the through hole passed for described straight-bar on four sidewalls all around of branch sleeve (1-3).
5. a kind of shear wall described in claim 1 or 2 and a floorslab concrete displacement support arrangement, it is characterized in that: two described side shields (4-2) are all in vertically to laying and both at rectangular steel plates, and described horizontal steel plate (4-1) is rectangular steel plates.
6. a kind of shear wall described in claim 1 or 2 and a floorslab concrete displacement support arrangement, it is characterised in that: it is attached each through hinge (10) between two described side shields (4-2) and horizontal steel plate (4-1).
7. a kind of shear wall described in claim 1 or 2 and a floorslab concrete displacement support arrangement, it is characterized in that: the length of described lower pillar stand (1-1) length less than upper pillar stand (1-2), the length of described lower pillar stand (1-1) is 1m～1.1m, and the length of described upper pillar stand (1-2) is 1.4m～1.5m；The external diameter of described lower pillar stand (1-1) and upper pillar stand (1-2) is Φ 110mm～Φ 130mm and its wall thickness is 9mm～11mm.
8. a kind of shear wall described in claim 1 or 2 and a floorslab concrete displacement support arrangement, it is characterized in that: the length of described entablature (2) is 550mm～650mm, the cross-sectional width of described entablature (2) is 110mm～130mm and its cross-sectional height is 110mm～130mm.
9. a kind of shear wall described in claim 1 or 2 and a floorslab concrete displacement support arrangement, it is characterized in that: the length of described sill (3) is 1.1m～1.3m, the cross-sectional width of described sill (3) is 110mm～130mm and its cross-sectional height is 110mm～130mm.
10. a kind of shear wall described in a claim 1 or 2 and floorslab concrete displacement support arrangement, it is characterised in that: the length of described branch sleeve (1-3) is 250mm～350mm and its wall thickness is 9mm～11mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620065535.1U CN205348839U (en) | 2016-01-22 | 2016-01-22 | Shear force wall and floor strutting arrangement for concrete replacement |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620065535.1U CN205348839U (en) | 2016-01-22 | 2016-01-22 | Shear force wall and floor strutting arrangement for concrete replacement |
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| CN205348839U true CN205348839U (en) | 2016-06-29 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112681732A (en) * | 2020-12-18 | 2021-04-20 | 中国二十冶集团有限公司 | Supporting system of assembled composite membrane shell beam and construction method thereof |
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2016
- 2016-01-22 CN CN201620065535.1U patent/CN205348839U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112681732A (en) * | 2020-12-18 | 2021-04-20 | 中国二十冶集团有限公司 | Supporting system of assembled composite membrane shell beam and construction method thereof |
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Granted publication date: 20160629 Termination date: 20170122 |
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| CF01 | Termination of patent right due to non-payment of annual fee |