CN206971471U - One kind interval steel pipe and combined concrete shear wall system - Google Patents
One kind interval steel pipe and combined concrete shear wall system Download PDFInfo
- Publication number
- CN206971471U CN206971471U CN201720845328.2U CN201720845328U CN206971471U CN 206971471 U CN206971471 U CN 206971471U CN 201720845328 U CN201720845328 U CN 201720845328U CN 206971471 U CN206971471 U CN 206971471U
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- shear wall
- interval
- wall system
- lacing
- 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.)
- Active
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides a kind of interval steel pipe and combined concrete shear wall system, including the shear wall skeleton that steel pipe and the batten plate of lateral arrangement by being vertically equally spaced are formed, and template is respectively arranged with along the both sides in shear wall skeleton extension direction；Wherein, batten plate is located between steel pipe and along the height bearing of trend spaced set of steel pipe；Wherein, the inner chamber of steel pipe is cast with grouting material.By the combination of steel pipe and batten plate, steel pipe arranged for interval is formed, casting concrete is reproduced after template is used between steel pipe, forms shear wall；Rectangular steel pipe arranged for interval so that floor beam, plate can penetrate continuously at the position without steel pipe so that flooring horizontal force is more preferable, and building globality is stronger.
Description
Technical field
Building, civil engineering technical field are the utility model is related to, is specially that a kind of interval steel pipe is cut with Combined concrete
Power wall system.
Background technology
At present, China proposes higher Compulsory Feature to house assembling.Although continuous steel pipe beam shear wall is
Progressively popularization and application at home, but the steel using amount of steel pipe bundle is bigger than normal, it is more as primary structure member redundancy, such as 4 millimeters of thicknesss of slab
Continuous steel pipe beam shear wall can reach 84 kilograms/square meter per square meter steel using amount.Although continuous steel pipe bundle shear wall scheme is built
Building percentage of usable dwelling area has 5% or so increase, but comprehensive cost has more compared to the complete cast-in-place reinforced concrete shear wall of tradition and often put down
300 yuan to 500 yuan of rice.
In addition, continuous steel pipe bundle shear wall, has cut off floor arrangement of reinforcement, floor bar, which has arrived wall, to be disconnected, or
Scene is welded with steel plate wall, reduces the continuity of floor.
Utility model content
The purpose of this utility model is that providing one kind is spaced steel pipe and combined concrete shear wall system, and principle is simple,
Easy to make, cost is low, easy for construction, while the modulus between batten plate and template is mutually unified, and further improves the dress of wall
With change and standardization.
To achieve the above object, the utility model proposes interval steel pipe and combined concrete shear wall system, including by
The shear wall skeleton that the steel pipe and the batten plate of lateral arrangement being vertically equally spaced are formed, along the two of shear wall skeleton extension direction
Side is respectively arranged with template；
Wherein, the batten plate is located between steel pipe and along the height bearing of trend spaced set of steel pipe；
Wherein, the inner chamber of the steel pipe is cast with grouting material.
Further, in the interval steel pipe with combined concrete shear wall system, being set in steel pipe top and bottom
Have continuous top connecting plate and a bottom connecting plate, and on top connecting plate and bottom connecting plate respectively with steel pipe opposite position
It is provided with grout hole.
Further, in the interval steel pipe and combined concrete shear wall system, the batten plate includes be arrangeding in parallel
Lacing I, lacing II, and reservation member is provided between lacing I, lacing II.
Further, in the interval steel pipe and combined concrete shear wall system, the reservation member is hollow circuit cylinder
The reserved column piece of type.
Further, it is interior with being provided with combined concrete shear wall system, in the reserved column piece in the interval steel pipe
Screw thread, and bolt access aperture, the bolt access are respectively equipped with corresponding to column piece bearing of trend on lacing I, lacing II in reserved
Template corresponding to hole is provided with through hole, in being provided with fastening bolt in bolt access aperture, through hole.
Further, in the interval steel pipe and combined concrete shear wall system, in the reserved column piece extension side
Reserved screw rod is picked out on to corresponding lacing I, lacing II respectively, template corresponding to the reserved screw rod is provided with through hole, described
Reserved screw rod accesses the through hole and is connected with a nut.
Further, in the interval steel pipe and combined concrete shear wall system, the steel pipe is hollow long strip type
Rod member, the steel tube section are enclosed type section.
Further, in the interval steel pipe and combined concrete shear wall system, the enclosed type rectangular cross-section,
Square is circular.
Further, in the interval steel pipe and combined concrete shear wall system, the template is aluminum alloy pattern plate, punching block
Plate, plank sheathing or precast concrete form.
Compared with prior art, the beneficial effects of the utility model are：
1. by the continuous arranged for interval of steel pipe, steel pipe belongs to market conventional products, without steel construction processing factory additional customized,
Fished pipe need to only be bought and carry out secondary operation.
2. setting up batten plate between steel pipe, metope is set to form entirety.Steel pipe spacing can determine according to design so that wall size
Flexibility greatly increase.
3. two free ends of steel pipe are respectively provided with connecting plate, and open up grout hole at position corresponding with steel pipe, it is easy to coagulation
Soil pours, while is also convenient for the wall connecting of levels.
4. steel pipe arranged for interval so that floor beam, plate can penetrate continuously at the position without steel pipe, make flooring horizontal force more
Good, the globality of building is stronger.
5. the template between steel pipe on wall, by the reservation member on batten plate, it is joined directly together with template.Pass through cleverly chi
Very little design so that the spacing of these reservation members meets the requirement of modulus, further improves wall assembling and standardization.
Brief description of the drawings
Fig. 1 is that steel pipe and combined concrete shear wall system structure diagram are spaced in the embodiment of the utility model one；
Fig. 2 is joint steel pipe batten plate structural representation in the embodiment of the utility model one；
Fig. 3 is Fig. 2 top view；
Fig. 4 is model sheetinstallat structural representation in the embodiment of the utility model one.
Embodiment
Interval steel pipe of the present utility model is carried out with combined concrete shear wall system below in conjunction with schematic diagram more detailed
Thin description, which show preferred embodiment of the present utility model, it should be appreciated that those skilled in the art can change herein
The utility model of description, and still realize advantageous effects of the present utility model.Therefore, description below be appreciated that for
Those skilled in the art's is widely known, and is not intended as to limitation of the present utility model.
The purpose of this utility model is to provide a kind of new building shear walls design, manufacture and construction method --- one
Kind interval steel pipe and combined concrete shear wall system.Combined shear wall system of the present utility model is a kind of beyond tradition steel pipe
Beam shear wall, the structure stress wall suitable for assembling building, by the combination of steel pipe and batten plate, form steel pipe interval cloth
Put, reproduce casting concrete after template is used between steel pipe, form shear wall；Rectangular steel pipe arranged for interval so that floor beam,
Plate can penetrate continuously at the position without steel pipe so that flooring horizontal force is more preferable, and building globality is stronger.
Specifically, as shown in Figures 1 to 4, the utility model proposes interval steel pipe and combined concrete shear wall system,
Including steel pipe 1, batten plate 2, template 3, grout hole 5 etc..Wherein, steel pipe 1 is hollow long strip type rod member, and the section of steel pipe 1 is closing
Type section, such as rectangle, square or circle, it is therefore preferable to rectangular or square.Template 3 can use aluminum alloy pattern plate, steel form, wood
Template or precast concrete form, the template 3, which has, also serves as insulation, the effect of decoration.
As shown in figure 1, it is the shear wall bone being made up of vertical spaced apart steel pipe 1 and the batten plate 2 being arranged laterally at a spacing
Frame 100, template 3 is respectively arranged with along the both sides in the extension direction of shear wall skeleton 100.
Wherein, the interior intracavitary of steel pipe 1 is cast with grouting material, and the spacing of steel pipe 1 can determine according to the design needs so that wall chi
Very little flexibility greatly increases.Such as steel pipe width 200mm, and steel pipe clear spacing 300mm, you can 500mm is made a list
Member, two units are exactly 1 meter, are not only convenient for designing, and very reasonable from loading angle consideration.Most of all, between steel pipe 1
Every arrangement so that floor beam, plate can penetrate continuously at the position without steel pipe, make flooring horizontal force more preferable, the globality of building
It is stronger.
Wherein, batten plate 2 is located between steel pipe 1 and is generally along the height bearing of trend spaced set of steel pipe 1, the spacing
300~600mm, batten plate 2 are used to connect two adjacent steel pipes 1, so that metope forms entirety, set on batten plate 2
There is reservation member 4.Directly template 3 can be arranged on shear wall skeleton 100 by the reservation member 4 of batten plate 2.Reservation member 4 is mixed
Solidifying soil is stayed in wall after pouring, and connection when can be as next step construction heat-insulating and decorative wall panels is used.By cleverly
Size design so that the spacing of these reservation members 4 meets the requirement of modulus, further improves wall assembling and standardization.
Above-mentioned batten plate 2 includes lacing I21, the lacing II22 be arrangeding in parallel, and between lacing I21, lacing II22
Reservation member 4.The reservation member 4 is generally the reserved column piece of hollow cylinder shape.
For the ease of installation of the template 3 on shear wall skeleton 100, the structure of reserved column piece 4 can use following two
Form：
Reserved column structure one：Internal thread is provided with reserved column piece 4, and in lacing corresponding to the reserved bearing of trend of column piece 4
Bolt access aperture is respectively equipped with I21, lacing II22.Through hole is being provided with corresponding to bolt access aperture in template 3, is being accessed in bolt
Fastening bolt 8 is provided with hole, through hole.Template 3 is arranged on shear wall skeleton 100 (as shown in Figure 4) by fastening bolt 8.
Reserved column structure two：Picked out respectively on lacing I21, lacing II22 corresponding to the reserved bearing of trend of column piece 4 reserved
Screw rod (not shown), through hole is being provided with template corresponding to reserved screw rod, the through hole in the reserved screw rod access template 3, so
Template 3 is arranged on shear wall skeleton 100 by a nut afterwards.
The top of steel pipe 1 and bottom are provided with continuous top connecting plate 6 and bottom connecting plate 7, and the He of top connecting plate 6
Grout hole 5 is provided with the opposite position of steel pipe 1 respectively on bottom connecting plate 7, is easy to pouring for the grouting materials such as concrete, simultaneously
The wall of levels can also be easy to be connected.The opening of general grout hole 5 and the section of steel pipe 1 match.
In addition, the template 3 on the outside of shear wall skeleton can be installed before wall lifts on ground, in shear wall skeleton
Side template 3 can successively be installed again after wall lifting, have more turnovers thereby using the template on the inside of shear wall skeleton
Number, it is further cost-effective.
To sum up, in the interval steel pipe that the utility model embodiment provides with combined concrete shear wall system, passing through steel
The combination of pipe and batten plate, steel pipe arranged for interval is formed, reproduce casting concrete after template is used between steel pipe, form shearing
Wall；Rectangular steel pipe arranged for interval so that floor beam, plate can penetrate continuously at the position without steel pipe so that flooring horizontal force is more
Good, building globality is stronger.
Preferred embodiment of the present utility model is above are only, any restrictions effect is not played to the utility model.
Any person of ordinary skill in the field, in the range of the technical solution of the utility model is not departed from, to the utility model
The technical scheme and technology contents of exposure make the variation such as any type of equivalent substitution or modification, belong to without departing from the utility model
Technical scheme content, still fall within the scope of protection of the utility model.
Claims (9)
1. one kind interval steel pipe and combined concrete shear wall system, it is characterised in that including the steel by being vertically equally spaced
The shear wall skeleton that pipe and the batten plate of lateral arrangement are formed, template is respectively arranged with along the both sides in shear wall skeleton extension direction；
Wherein, the batten plate is located between steel pipe and along the height bearing of trend spaced set of steel pipe；
Wherein, the inner chamber of the steel pipe is cast with grouting material.
2. interval steel pipe according to claim 1 and combined concrete shear wall system, it is characterised in that in steel pipe top
And bottom is provided with continuous top connecting plate and bottom connecting plate, and on top connecting plate and bottom connecting plate respectively with steel pipe
Opposite position is provided with grout hole.
3. interval steel pipe according to claim 1 and combined concrete shear wall system, it is characterised in that the batten plate bag
The lacing I be arrangeding in parallel, lacing II are included, and reservation member is provided between lacing I, lacing II.
4. interval steel pipe according to claim 3 and combined concrete shear wall system, it is characterised in that the reservation member
For the reserved column piece of hollow cylinder shape.
5. interval steel pipe according to claim 4 and combined concrete shear wall system, it is characterised in that the reserved post
Internal thread is provided with part, and bolt access aperture, institute are respectively equipped with corresponding to column piece bearing of trend on lacing I, lacing II in reserved
State template corresponding to bolt access aperture and be provided with through hole, in being provided with fastening bolt in bolt access aperture, through hole.
6. interval steel pipe according to claim 4 and combined concrete shear wall system, it is characterised in that in described reserved
Pick out reserved screw rod corresponding to column piece bearing of trend on lacing I, lacing II respectively, template corresponding to the reserved screw rod is provided with
Through hole, the reserved screw rod access the through hole and are connected with a nut.
7. interval steel pipe and combined concrete shear wall system according to claim 1, it is characterised in that the steel pipe is
Hollow long strip type rod member, the steel tube section are enclosed type section.
8. interval steel pipe according to claim 7 and combined concrete shear wall system, it is characterised in that the enclosed type
Rectangular cross-section, square or circle.
9. interval steel pipe and combined concrete shear wall system according to claim 1, it is characterised in that the template is
Aluminum alloy pattern plate, steel form, plank sheathing or precast concrete form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720845328.2U CN206971471U (en) | 2017-07-12 | 2017-07-12 | One kind interval steel pipe and combined concrete shear wall system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720845328.2U CN206971471U (en) | 2017-07-12 | 2017-07-12 | One kind interval steel pipe and combined concrete shear wall system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206971471U true CN206971471U (en) | 2018-02-06 |
Family
ID=61402414
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720845328.2U Active CN206971471U (en) | 2017-07-12 | 2017-07-12 | One kind interval steel pipe and combined concrete shear wall system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206971471U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107143064A (en) * | 2017-07-12 | 2017-09-08 | 上海欧本钢结构有限公司 | One kind interval steel pipe and combined concrete shear wall system |
| CN109653403A (en) * | 2019-01-15 | 2019-04-19 | 中国五冶集团有限公司 | Column plate concrete combined type shear wall and its construction method |
| CN110499849A (en) * | 2019-08-28 | 2019-11-26 | 浙江精工钢结构集团有限公司 | A kind of multi-cavity steel reinforced concrete compound shear wall of square steel tube composition |
| CN111042373A (en) * | 2019-12-16 | 2020-04-21 | 张效思 | Assembled concrete-filled steel tube-wood composite wall for building and manufacturing method thereof |
| CN114033096A (en) * | 2021-12-13 | 2022-02-11 | 中国铁路武汉局集团有限公司武汉房建生活段 | Assembled concrete slab structure and construction method |
-
2017
- 2017-07-12 CN CN201720845328.2U patent/CN206971471U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107143064A (en) * | 2017-07-12 | 2017-09-08 | 上海欧本钢结构有限公司 | One kind interval steel pipe and combined concrete shear wall system |
| CN109653403A (en) * | 2019-01-15 | 2019-04-19 | 中国五冶集团有限公司 | Column plate concrete combined type shear wall and its construction method |
| CN110499849A (en) * | 2019-08-28 | 2019-11-26 | 浙江精工钢结构集团有限公司 | A kind of multi-cavity steel reinforced concrete compound shear wall of square steel tube composition |
| CN111042373A (en) * | 2019-12-16 | 2020-04-21 | 张效思 | Assembled concrete-filled steel tube-wood composite wall for building and manufacturing method thereof |
| CN114033096A (en) * | 2021-12-13 | 2022-02-11 | 中国铁路武汉局集团有限公司武汉房建生活段 | Assembled concrete slab structure and construction method |
| CN114033096B (en) * | 2021-12-13 | 2022-11-25 | 中国铁路武汉局集团有限公司武汉房建生活段 | Assembled concrete slab structure and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206971471U (en) | One kind interval steel pipe and combined concrete shear wall system | |
| CN107143064A (en) | One kind interval steel pipe and combined concrete shear wall system | |
| CN206957041U (en) | Piecemeal assembling type outer wall plate and its connecting structure | |
| CN104179250B (en) | Light-board house system and construction method thereof | |
| CN106149937B (en) | Assembly concrete beam and its dry type connection method | |
| CN103343572B (en) | The agriculture of prefabricated combined wall board earthquake-proof energy-saving occupies structural system | |
| CN207063140U (en) | A kind of shear wall house for the shear wall slab assembling being made up of steel square tube and steel plate | |
| CN107747378A (en) | The body composite board processing method of Fast Installation heat insulation decorative load-bearing one | |
| CN104818784B (en) | Thin-wall steel pipe concrete frame-light steel light concrete combined shear wall and construction method thereof | |
| CN102418382A (en) | Profile steel space lattice assembly integrated box-type structure for small high-rise energy-saving residential building | |
| CN206174118U (en) | Bracing reinforcing structural steel frame big space housing system of shear force wall assembled | |
| CN106638956A (en) | Concrete wallboard and ribbed slab dry type connection node | |
| CN201649291U (en) | Box house | |
| CN108412036A (en) | Assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node | |
| CN201479676U (en) | Environment-friendly energy-saving precast element combined solar energy greenhouse | |
| CN107201782A (en) | A kind of wall of assembled architecture, floor connecting node and method | |
| CN209779873U (en) | assembly type building structure taking round steel pipe-like constrained combined structure as core | |
| CN103061516B (en) | Method for assembling novel substructure module type preformed assembled frame structure | |
| CN207892081U (en) | One body composite board T shape walls of Fast Installation heat insulation decorative load-bearing | |
| CN207597635U (en) | One body composite board L-shaped wall of Fast Installation heat insulation decorative load-bearing | |
| CN208267410U (en) | A kind of reconstruction structure of old building | |
| CN207597695U (en) | One body composite board of Fast Installation heat insulation decorative load-bearing | |
| CN206408743U (en) | A kind of assembly concrete node | |
| CN208686070U (en) | A kind of constructional column pours bell-mouth structure of air | |
| CN207160388U (en) | A kind of prefabricated building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |