CN107190886A - A kind of faced wall corner structure - Google Patents
A kind of faced wall corner structure Download PDFInfo
- Publication number
- CN107190886A CN107190886A CN201710504208.0A CN201710504208A CN107190886A CN 107190886 A CN107190886 A CN 107190886A CN 201710504208 A CN201710504208 A CN 201710504208A CN 107190886 A CN107190886 A CN 107190886A
- Authority
- CN
- China
- Prior art keywords
- transverse slat
- profile steel
- shear wall
- square pipes
- connecting square
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 36
- 239000010959 steel Substances 0.000 claims abstract description 36
- 238000010276 construction Methods 0.000 claims abstract description 10
- 238000010586 diagram Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000010923 batch production Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004079 fireproofing Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The present invention relates to building field, refer in particular to a kind of faced wall corner structure, including shear wall, connecting square pipes, shear wall includes H profile steel, middle part transverse slat, middle part riser, the middle part riser is vertically welded in above and below the transverse slat of middle part on two sides, the H profile steel is welded on the left and right sides of middle part transverse slat, and the side of H profile steel is vertical with middle part transverse slat, i.e. middle part riser is parallel with the side of H profile steel；The shear wall be fixed on by Screw arbor with nut at both-ends on two adjacent sides of connecting square pipes is formed corner construction, vertically adjacent to Screw arbor with nut at both-ends it is arranged in a crossed manner.After such scheme, with flexible layout, the characteristics of speed of application is fast, it is ensured that the bulk strength of faced wall corner.
Description
Technical field
The present invention relates to building field, a kind of faced wall corner structure is refered in particular to.
Background technology
Traditional concrete structure construction scene is high to artificial degree of dependence, and timber applies more in construction, waste water,
Airborne dust etc. is seriously polluted, and energy resource utilization ratio is low, but the shear wall structure system in concrete structure, preferably anti-providing
While the rigidity of side, architectural composition is flexible.Particularly in residential structure, shear wall is relatively thin, can have with building segmenting wall body
There is provided the comfortable interior space for benefit combination.
Steel construction as a kind of building system of industrialization, meet standardized designs, batch production making, prefabricated construction,
The building industrialization standard requirement of information system management.At present, multi and tall steel building residential housing is frequently with steel core concrete column, room
Inside have steel column salient angle so that furnishings and room arrangement by a definite limitation so that destroy the interior space globality and
Applicability；Steel structure fireproofing and anti-corrosion cost are of a relatively high, but concrete structure fire protecting performance is preferably, how to cut concrete
It is current architecture configuration field urgent problem that power wall combines with the advantage of steel construction.
Steel construction is effectively combined by pre-erection faced wall as a kind of steel-concrete faced wall with concrete structure
Get up, give full play to the architectural composition of concrete shear force wall flexibly, that structure steel fabrication industrialization degree is high, speed of application is fast is excellent
Gesture, while playing the big material property advantage of steel high-strength light, concrete rigidity, preferably saves material, reduces environment dirt
Contaminate, improve living environment, improve social benefit.But structure detail of the part faced wall at corner splicing also imperfection,
Many practical difficulties in work progress still have.
Therefore, the present inventor makes further research to this, develops a kind of faced wall corner structure, and thus this case produces.
The content of the invention
It is an object of the invention to provide a kind of faced wall corner structure, flexible layout, speed of application is fast, it is ensured that combination
The bulk strength of wall corner.
To achieve these goals, technical scheme is as follows：
A kind of faced wall corner structure, including shear wall, connecting square pipes, shear wall include H profile steel, middle part transverse slat, middle part
Riser, the middle part riser is vertically welded in above and below the transverse slat of middle part on two sides, and the H profile steel is welded on a left side for middle part transverse slat
Right both sides, and the side of H profile steel is vertical with middle part transverse slat, i.e. middle part riser is parallel with the side of H profile steel；The shear wall passes through
Screw arbor with nut at both-ends be fixed on two adjacent sides of connecting square pipes is formed corner construction, vertically adjacent to Screw arbor with nut at both-ends intersect set
Put.
Further, the H profile steel is also welded by middle part transverse slat and middle part riser.
Further, groove weld is reserved between the shear wall and connecting square pipes.
Further, the end of the shear wall is provided directly with connecting square pipes, the connecting square pipes by Screw arbor with nut at both-ends with
Another shear wall connection.
After such scheme, the present invention compared with prior art, with advantages below：
Steel and coagulation local soil type are formed into shear wall altogether, concrete can delay the flexing of steel plate, make steel strength
Fully played, steel confined concrete, make the anti-pressure ability body of concrete high, given full play to the tension of steel and mixed
Coagulate the resistance to compression of soil so that wall has very high bearing capacity, concrete also improves the rigidity of wall；Improve steel and coagulation
The switching performance of soil, prevents two kinds of materials from occurring bond-slip destruction, plays the performance of this wall and is ensured.
Brief description of the drawings
Fig. 1 is one of schematic diagram of the present invention；
Fig. 2 is the two of the schematic diagram of the present invention；
Fig. 3 is the schematic diagram after installation of the present invention；
Label declaration
Connecting square pipes 1, H profile steel 2, middle part transverse slat 3, middle part riser 4, Screw arbor with nut at both-ends 5.
Embodiment
The present invention is further illustrated with specific embodiment below in conjunction with the accompanying drawings.
As illustrated, a kind of faced wall corner structure, including shear wall, connecting square pipes 1, shear wall include H profile steel 2, in
Portion's transverse slat 3, middle part riser 4, middle part riser 4 are vertically welded in middle part transverse slat about 3 on two sides, and H profile steel 2 is welded on middle part
The left and right sides of transverse slat 3, and the side of H profile steel 2 is vertical with middle part transverse slat 3, i.e. middle part riser 4 is parallel with the side of H profile steel 2,
The situation of riser 4 in the middle part of a row is illustrate only in figure, but is erected in fact, can be set between two H profile steels 2 in the middle part of several columns
Plate 4, H profile steel 2 can be also welded by middle part transverse slat 3 and middle part riser 4；Shear wall is fixed on connection side by Screw arbor with nut at both-ends 5
Corner construction is formed on two adjacent sides of pipe 1, vertically adjacent to Screw arbor with nut at both-ends 5 it is arranged in a crossed manner, shear wall and connecting square pipes 1
Between inner side corner use intermittent fillet welding seam welding；Groove is reserved at the corner splicing of outside.
The pre-buried Screw arbor with nut at both-ends 5 in side shear wall body end, opposite side shear wall body end is directly changed to connecting square pipes 1
Concrete is not first poured into a mould in (as shown in Figure 1), the end, reserves through the duct of Screw arbor with nut at both-ends 5, also can both sides wall in burying pair
Draw screw rod 5 (as shown in Figure 2), an another standby connecting square pipes 1 are reserved through the duct of Screw arbor with nut at both-ends 5, can circular hole also slotted hole,
The Screw arbor with nut at both-ends 5 of both sides wall pre-embedded needs interlaced arrangement, prevents from colliding in the same plane.Screw arbor with nut at both-ends 5 is first worn during connection
Connecting square pipes 1 are crossed, are not tightened, concrete is poured into a mould afterwards, Screw arbor with nut at both-ends 5 is finally tightened.
The specific embodiment of the present invention is above are only, while involved such as " upper and lower, left and right, centre " in all present invention
Deng word, only it is used as with reference to not absolute limit, all changes that unsubstantiality is carried out using the present invention, all should belong to and invade this hair
The behavior of bright protection domain.
Claims (4)
1. a kind of faced wall corner structure, it is characterised in that：Including shear wall, connecting square pipes, shear wall includes H profile steel, middle part
Transverse slat, middle part riser, the middle part riser are vertically welded in above and below the transverse slat of middle part on two sides, during the H profile steel is welded on
The left and right sides of portion's transverse slat, and the side of H profile steel is vertical with middle part transverse slat, i.e. middle part riser is parallel with the side of H profile steel；It is described
Shear wall be fixed on by Screw arbor with nut at both-ends on two adjacent sides of connecting square pipes is formed corner construction, vertically adjacent to draw spiral shell
Bar is arranged in a crossed manner.
2. a kind of faced wall corner structure according to claim 1, it is characterised in that：The H profile steel is also by middle part transverse slat
It is welded with middle part riser.
3. a kind of faced wall corner structure according to claim 1, it is characterised in that：The shear wall and connecting square pipes it
Between reserve groove weld.
4. a kind of faced wall corner structure according to claim 1, it is characterised in that：The end of the shear wall is directly set
Connecting square pipes are equipped with, the connecting square pipes are connected by Screw arbor with nut at both-ends with another shear wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710504208.0A CN107190886A (en) | 2017-06-28 | 2017-06-28 | A kind of faced wall corner structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710504208.0A CN107190886A (en) | 2017-06-28 | 2017-06-28 | A kind of faced wall corner structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107190886A true CN107190886A (en) | 2017-09-22 |
Family
ID=59879994
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710504208.0A Pending CN107190886A (en) | 2017-06-28 | 2017-06-28 | A kind of faced wall corner structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107190886A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108049504A (en) * | 2017-12-19 | 2018-05-18 | 浙江绿筑集成科技有限公司 | A kind of assembled faced wall connection method |
| CN108086530A (en) * | 2017-12-19 | 2018-05-29 | 浙江绿筑集成科技有限公司 | A kind of horizontal joining method of faced wall |
| CN108166627A (en) * | 2017-12-19 | 2018-06-15 | 浙江绿筑集成科技有限公司 | A kind of turning building method of faced wall |
| CN108222322A (en) * | 2017-12-19 | 2018-06-29 | 浙江绿筑集成科技有限公司 | A kind of rod-pulling type faced wall construction method |
| CN110565795A (en) * | 2019-07-30 | 2019-12-13 | 重庆候鸟仁旅游有限公司 | assembled house structure |
| CN110820994A (en) * | 2019-10-10 | 2020-02-21 | 浙江绿筑集成科技有限公司 | Connecting process of internal push bolt type coated concrete combined shear wall |
| CN110820993A (en) * | 2019-10-10 | 2020-02-21 | 浙江绿筑集成科技有限公司 | Connecting process of reserved open-hole type partially-coated concrete combined shear wall |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU4445797A (en) * | 1996-10-08 | 1998-05-05 | Usg Boral Building Products Pty Limited | Channel section stud wall |
| CN203066255U (en) * | 2013-01-23 | 2013-07-17 | 同济大学 | Split bolt connecting joint of H-type steel girders and rectangular pipe columns by adopting T-type steel at top and bottom |
| CN204401822U (en) * | 2014-12-30 | 2015-06-17 | 长安大学 | A kind of built-in steel plate RPC compound shear wall |
| CN105484388A (en) * | 2015-11-18 | 2016-04-13 | 福建工程学院 | Prefabricated assembly type shear wall vertical slit connecting structure and construction method thereof |
| CN205475849U (en) * | 2016-02-02 | 2016-08-17 | 大元建业集团股份有限公司 | Steel construction building assembled precast concrete shear force wall |
| CN205935300U (en) * | 2016-08-19 | 2017-02-08 | 杭州铁木辛柯钢结构设计有限公司 | Rod iron double steel plates concrete compound shear wall's structure is worn to multicavity stiffening rib |
| CN207048120U (en) * | 2017-06-28 | 2018-02-27 | 浙江绿筑集成科技有限公司 | A kind of faced wall corner structure |
-
2017
- 2017-06-28 CN CN201710504208.0A patent/CN107190886A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU4445797A (en) * | 1996-10-08 | 1998-05-05 | Usg Boral Building Products Pty Limited | Channel section stud wall |
| CN203066255U (en) * | 2013-01-23 | 2013-07-17 | 同济大学 | Split bolt connecting joint of H-type steel girders and rectangular pipe columns by adopting T-type steel at top and bottom |
| CN204401822U (en) * | 2014-12-30 | 2015-06-17 | 长安大学 | A kind of built-in steel plate RPC compound shear wall |
| CN105484388A (en) * | 2015-11-18 | 2016-04-13 | 福建工程学院 | Prefabricated assembly type shear wall vertical slit connecting structure and construction method thereof |
| CN205475849U (en) * | 2016-02-02 | 2016-08-17 | 大元建业集团股份有限公司 | Steel construction building assembled precast concrete shear force wall |
| CN205935300U (en) * | 2016-08-19 | 2017-02-08 | 杭州铁木辛柯钢结构设计有限公司 | Rod iron double steel plates concrete compound shear wall's structure is worn to multicavity stiffening rib |
| CN207048120U (en) * | 2017-06-28 | 2018-02-27 | 浙江绿筑集成科技有限公司 | A kind of faced wall corner structure |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108049504A (en) * | 2017-12-19 | 2018-05-18 | 浙江绿筑集成科技有限公司 | A kind of assembled faced wall connection method |
| CN108086530A (en) * | 2017-12-19 | 2018-05-29 | 浙江绿筑集成科技有限公司 | A kind of horizontal joining method of faced wall |
| CN108166627A (en) * | 2017-12-19 | 2018-06-15 | 浙江绿筑集成科技有限公司 | A kind of turning building method of faced wall |
| CN108222322A (en) * | 2017-12-19 | 2018-06-29 | 浙江绿筑集成科技有限公司 | A kind of rod-pulling type faced wall construction method |
| CN108166627B (en) * | 2017-12-19 | 2023-11-10 | 浙江绿筑集成科技有限公司 | Corner construction method of combined wall |
| CN108049504B (en) * | 2017-12-19 | 2023-11-10 | 浙江绿筑集成科技有限公司 | Connecting method for assembled type combined wall |
| CN110565795A (en) * | 2019-07-30 | 2019-12-13 | 重庆候鸟仁旅游有限公司 | assembled house structure |
| CN110820994A (en) * | 2019-10-10 | 2020-02-21 | 浙江绿筑集成科技有限公司 | Connecting process of internal push bolt type coated concrete combined shear wall |
| CN110820993A (en) * | 2019-10-10 | 2020-02-21 | 浙江绿筑集成科技有限公司 | Connecting process of reserved open-hole type partially-coated concrete combined shear wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170922 |
|
| RJ01 | Rejection of invention patent application after publication |