CN110863611B - H-shaped steel and channel steel assembled L-shaped special-shaped column connected by latch hook - Google Patents
H-shaped steel and channel steel assembled L-shaped special-shaped column connected by latch hook Download PDFInfo
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- CN110863611B CN110863611B CN201911139607.7A CN201911139607A CN110863611B CN 110863611 B CN110863611 B CN 110863611B CN 201911139607 A CN201911139607 A CN 201911139607A CN 110863611 B CN110863611 B CN 110863611B
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 200
- 239000010959 steel Substances 0.000 title claims abstract description 200
- 239000004567 concrete Substances 0.000 claims abstract description 26
- 230000002093 peripheral effect Effects 0.000 claims abstract description 11
- 238000007789 sealing Methods 0.000 claims abstract description 11
- 238000000034 method Methods 0.000 claims description 7
- 239000000853 adhesive Substances 0.000 claims description 3
- 230000001070 adhesive effect Effects 0.000 claims description 3
- 239000002002 slurry Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 abstract description 7
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 239000011150 reinforced concrete Substances 0.000 description 14
- 238000010276 construction Methods 0.000 description 4
- 206010066054 Dysmorphism Diseases 0.000 description 3
- 230000007547 defect Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000011241 protective layer Substances 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
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Abstract
The invention provides an H-shaped steel and channel steel assembled L-shaped special-shaped column connected by a lock hook. The periphery restraint steel pipe comprises 1H shaped steel well connecting piece, several H shaped steel limit connecting piece, two channel-section steel shrouding connecting pieces. Welding the L-shaped latch hook and the C-shaped latch hook to corresponding positions of channel steel and H-shaped steel in a factory to form a channel steel sealing plate connecting piece, an H-shaped steel edge connecting piece and an H-shaped steel middle connecting piece, and then connecting the corresponding C-shaped latch hook and the L-shaped latch hook of two adjacent connecting pieces together in sequence to form a peripheral constraint steel pipe; concrete is poured in the rectangular space formed by connecting the flanges of the two adjacent connecting pieces and the middle of the rectangular space to form the L-shaped assembly type H-shaped steel locking hook connecting special-shaped column. The member not only can effectively realize the industrialization of the processing of the steel structure member, but also can greatly simplify the manufacturing process of the steel plate special-shaped column and reduce the manufacturing cost.
Description
Technical Field
The invention relates to a novel steel pipe special-shaped column, in particular to a latch hook connected H-shaped steel and channel steel assembly type L-shaped special-shaped column applied to the field of buildings.
Background
The special-shaped column is used as a deformation form of the traditional rectangular column, so that an external corner and a column edge do not appear indoors, the arrangement effect of a room is further improved, and the space utilization rate is improved. The traditional special-shaped column can be divided into a reinforced concrete special-shaped column, a steel reinforced concrete special-shaped column, a combined special-shaped column, a pure steel special-shaped column and the like according to different used materials.
The reinforced concrete special-shaped column is a form which is mostly used at the earliest, the design concept of the reinforced concrete special-shaped column is similar to that of the reinforced concrete short-limb shear wall, and the reinforced concrete special-shaped column can be obtained from the reinforced concrete short-limb shear wall by reducing the height-thickness ratio of the cross section of the wall limb. The steel reinforced concrete special-shaped column is an improved form aiming at the defects of low bearing capacity, strict axial compression ratio limit value, small ductility and the like of the steel reinforced concrete special-shaped column. The structure of the reinforced concrete special-shaped column is usually in a form of arranging steel ribs in the reinforced concrete special-shaped column, and the steel ribs and the reinforced concrete act together, so that the integral bearing capacity, rigidity and durability can be effectively improved. However, the section of each column limb is narrow, the wrapping thickness of the concrete to the steel rib is small, the cooperative work of the steel rib and the concrete is difficult to guarantee, and the concrete protective layer is prone to falling off too early in the stress process, so that the bearing capacity of the concrete protective layer is seriously influenced. Compared with the reinforced concrete special-shaped column, the bearing capacity, the ductility and the deformation performance of the steel reinforced concrete special-shaped column are obviously improved, but the beam column node still needs more steel bars to increase the shearing resistance, the structure is complex, the construction is difficult, and the mechanical property is greatly influenced by the concrete. The box-shaped steel plate special-shaped column is one of steel pipe concrete special-shaped columns, the box-shaped steel pipe outside the box-shaped steel plate special-shaped column is formed by welding steel plates, the steel-concrete combined box-shaped steel plate special-shaped column can be formed by pouring concrete inside the box-shaped steel plate special-shaped column, but the common combined box-shaped steel plate special-shaped column is easy to generate local buckling too early in the stress process, the steel pipe and the concrete at the internal corner are easy to separate,
at present, students propose various forms of combined box-shaped steel plate special-shaped columns with constraint pull rods or stiffening ribs, multi-cavity box-shaped steel plate special-shaped columns, combined box-shaped steel plate special-shaped columns connected by batten plates and the like on the basis of 2 ideas of enhancing the coordination work of steel pipes and concrete and the constraint action of the steel pipes on the concrete, reducing the size of units in the columns and increasing the stability of each steel plate in the units.
These forms of machining require a large number of welding processes. A large number of welding processes easily cause the steel plate to be heated and deformed, and have the defects of environmental pollution and cost increase.
Disclosure of Invention
The invention aims to overcome the defects in the prior art and provides an H-shaped steel and channel steel assembled L-shaped special-shaped column connected by a lock hook. And all the unit H-shaped steels are closely and reliably connected, and have strong horizontal and vertical bearing capacity.
In order to achieve the purpose, the invention adopts the following technical scheme:
the invention relates to an H-shaped steel and channel steel assembled L-shaped special-shaped column connected by a lock hook.
The periphery restraint steel pipe comprises 1H shaped steel well connecting piece, several H shaped steel limit connecting piece, two channel-section steel shrouding connecting pieces.
The web connecting side of the inner side of one flange of the H-shaped steel middle connecting piece is welded with one row of C-shaped shackles, the web connecting side of the inner side of the other flange is welded with one row of C-shaped shackles, two rows of C-shaped shackles are welded on two sides of the web on the outer side of the other flange, and an inner hole of each C-shaped shackle is square, rectangular or circular.
Two rows of C-shaped shackles are welded inside the upper flange and the lower flange on one side of the web plate of the H-shaped steel edge connecting piece; two rows of L-shaped lock hooks are welded at the same elevation positions on the inner sides of the upper flange and the lower flange on the other side of the web plate.
The inner hole of the C-shaped shackle is square, rectangular or circular, and the cross section of the L-shaped locking hook is square, rectangular or circular.
Two rows of L-shaped lock hooks are welded at the same elevation positions on the inner sides of the upper flange and the lower flange of the channel steel seal plate connecting piece, and the two rows of C-shaped lock hooks of the H-shaped steel edge connecting piece are hooked by the L-shaped lock hooks.
H shaped steel limit connecting piece is connected respectively to two adjacent sides of connecting piece in H shaped steel, connects channel-section steel shrouding connecting piece respectively at H shaped steel limit connecting piece's another side, forms assembled L type dysmorphism post, and wherein, connecting piece is located the middle part in H shaped steel, and H shaped steel limit connecting piece is located two adjacent sides of connecting piece in H shaped steel, and channel-section steel shrouding connecting piece is located the outside.
The connecting process of the L-shaped assembly type H-shaped steel lock hook for connecting the special-shaped column is as follows: respectively aligning a flange on one side of an L-shaped latch hook of the channel steel sealing plate connecting piece with a flange of the H-shaped steel side connecting piece, and sliding along the flange of the H-shaped steel side connecting piece from top to bottom to enable the L-shaped latch hook of the channel steel sealing plate connecting piece to hook a C-shaped shackle of the H-shaped steel side connecting piece; the flange of one side of the L-shaped lock hook of the H-shaped steel edge connecting piece is aligned with the flange of the connecting piece in the H-shaped steel respectively, and slides from top to bottom along the flange of the connecting piece in the H-shaped steel, so that the C-shaped hook ring of the connecting piece in the H-shaped steel is hooked by the L-shaped lock hook of the H-shaped steel edge connecting piece, and adjacent H-shaped steel edge connecting pieces are connected with the L-shaped lock hook through the C-shaped hook ring.
The internal concrete is poured in a rectangular space formed by the H-shaped steel middle connecting piece and the H-shaped steel side connecting piece, the H-shaped steel side connecting piece and the H-shaped steel side connecting piece, and the H-shaped steel side connecting piece and the channel steel sealing plate connecting piece.
When the internal concrete is poured, the joints of the adjacent connecting pieces are bonded by adopting the adhesive, so that slurry leakage during concrete pouring is prevented.
Advantageous effects
The invention adopts the H-shaped steel and the channel steel assembled L-shaped special-shaped column which can be quickly assembled and produced in a factory and are connected by the lock hook. The component form not only can effectively realize the industrialization of the processing of the steel structural component, but also can greatly simplify the manufacturing process of the steel plate special-shaped column and reduce the manufacturing cost.
Drawings
FIG. 1 is an exploded view of an assembled L-shaped profiled column assembly;
FIG. 2 is an assembly view of an assembled L-shaped special-shaped column peripheral constraint steel pipe;
FIG. 3 is an elevation view of a connecting member in the H-shaped steel;
FIG. 4 is a cross-sectional view of 1-1 of FIG. 3; (ii) a
FIG. 5 is a cross-sectional view of 2-2 of FIG. 4;
FIG. 6 is an elevation view of an H-beam edge connector;
FIG. 7 is a cross-sectional view of 2-2 of FIG. 6; (ii) a
FIG. 8 is a cross-sectional view of 1-1 of FIG. 6;
FIG. 9 is a front view of a channel steel closure plate connector;
FIG. 10 is a side view of a channel closure connector;
FIG. 11 is a cross-sectional view of a channel steel blanking plate connector;
wherein the 1-L type assembly type H-shaped steel lock hook is connected with the special-shaped column; 2-internal concrete; 3-peripherally constraining the steel pipe; 4-H shaped steel middle connecting piece; 5-H shaped steel edge connecting piece; 6-C shaped shackle; 7-L-shaped latch hook; 8-channel steel seal plate connecting piece;
detailed description of the invention
The implementation of the architecture is described in detail below with reference to the accompanying drawings.
As shown in figure 1, the invention relates to a latch hook connected H-shaped steel and channel steel assembly type L-shaped special-shaped column, which consists of two parts, namely a peripheral constraint steel pipe 3 and internal concrete 2, wherein the internal concrete 2 is poured in a rectangular inner hole formed by various steel connecting pieces of the peripheral constraint steel pipe 3.
As shown in fig. 2, the peripheral restraint steel pipe 3 is composed of an H-shaped steel middle connector 4, a plurality of H-shaped steel edge connectors 5 and two channel steel closing plate connectors 8. Specifically, as shown in fig. 2, two H-shaped steel edge connectors 5 are taken as an example.
As shown in fig. 3-5: the web connecting side of the inner side of one flange of the connecting piece 4 in the H-shaped steel is welded with one row of C-shaped shackles 6, the web connecting side of the inner side of the other flange is welded with one row of C-shaped shackles 6, the two rows of C-shaped shackles 6 are welded on the two sides of the web on the outer side of the other flange, the inner hole of each C-shaped shackle 6 can be square, rectangular or circular, the wall thickness of the square hole is b, the side length of the inner hole is C, and the two flanges far away from the web connecting side of the connecting piece 4 in the H-shaped steel are sealed by steel plates. For the convenience of welding, the distance from the outer edge of the C-shaped shackle to the outer edge of the flange is set as a, and a can be determined by construction requirements.
As shown in fig. 6-8: two rows of C-shaped shackle 6 are welded inside the upper flange and the lower flange on one side of the web plate of the H-shaped steel edge connecting piece 5, and two rows of L-shaped locking hooks 7 are welded at the same elevation positions on the inner sides of the upper flange and the lower flange on the other side of the web plate. Wherein, the inner hole of the C-shaped shackle 6 can be square, rectangular or round, and the cross section of the L-shaped locking hook 7 can be square, rectangular or round.
The C-shaped shackle 6 is explained by taking a square as an example, the wall thickness in a square hole is b, the side length of the inner hole is C, in order to facilitate welding, the distance from the outer edge of the C-shaped shackle 6 to the outer edge of a flange is a, a can be determined by construction needs and structural calculation, two rows of L-shaped locking hooks 7 with the cross section size of b are welded at the same elevation positions of the inner sides of the upper flange and the lower flange on the other side of the web, the cross section of each L-shaped locking hook 7 can be square, rectangular or circular, (the square with the side length of C is explained by taking the example) the L-shaped locking hook 7 extends out of the outer edge of the flange for a certain distance D, and the value of D is a + b + C;
as shown in fig. 9-11: two rows of L-shaped lock hooks 7 are welded at the same elevation positions on the inner sides of the upper flange and the lower flange of the channel steel seal plate connecting piece 8, and the L-shaped lock hooks 7 hook the two rows of C-shaped shackle 6 of the H-shaped steel edge connecting piece 5. The L-shaped locking hook 7 extends out of the outer edge of the flange for a certain distance D, and the value of D is a + b + c. When the upper flange and the lower flange of two adjacent connecting pieces are connected in an aligned mode, the two rows of L-shaped lock hooks 7 of one connecting piece just hook the two rows of C-shaped lock loops 6 of the other connecting piece, and in order to guarantee tight connection and convenient construction, the inner size of each C-shaped lock loop 6 can be slightly larger than the size of each L-shaped lock hook by 1-2 mm.
Specifically, the connection relationship of the peripheral constraint steel pipes 3 is as follows: h shaped steel limit connecting piece (5) are connected respectively to two adjacent sides of connecting piece (4) in H shaped steel, connect channel-section steel shrouding connecting piece (8) respectively at the another side of H shaped steel limit connecting piece (5), form assembled L type dysmorphism post, wherein, connecting piece (4) are located the middle part in the H shaped steel, and H shaped steel limit connecting piece (5) are located two adjacent sides of connecting piece (4) in the H shaped steel, and channel-section steel shrouding connecting piece (8) are located the outside.
The specific connection process is as follows: respectively aligning a flange on one side of an L-shaped latch hook 7 of a channel steel seal plate connecting piece 8 with a flange of an H-shaped steel edge connecting piece 5, and sliding from top to bottom along the flange of the H-shaped steel edge connecting piece 5 to enable the L-shaped latch hook 7 of the channel steel seal plate connecting piece 8 to hook a C-shaped shackle 6 of the H-shaped steel edge connecting piece 5; the flange of one side of the L-shaped latch hook 7 of the H-shaped steel edge connecting piece 5 is aligned with the flange of the connecting piece 4 in the H-shaped steel respectively, and the flange slides from top to bottom along the flange of the connecting piece 4 in the H-shaped steel, so that the L-shaped latch hook 7 of the H-shaped steel edge connecting piece (5) hooks the C-shaped shackle 6 of the connecting piece 4 in the H-shaped steel, and the adjacent H-shaped steel edge connecting pieces 5 are connected with the L-shaped latch hook 7 through the C-shaped shackle. Namely, when in connection, the corresponding C-shaped shackle 6 and the L-shaped latch hook 7 of two adjacent connecting pieces are connected together to form the peripheral constraint steel pipe 3.
And the internal concrete 2 is poured in a rectangular space formed by the H-shaped steel middle connecting piece 4 and the H-shaped steel side connecting piece 5, the H-shaped steel side connecting piece 5 and the H-shaped steel side connecting piece 5, and the H-shaped steel side connecting piece 5 and the channel steel sealing plate connecting piece 8. Form an H shaped steel, channel steel assembled L type dysmorphism post that the latch hook is connected.
When the internal concrete 2 is poured, the joints of the adjacent connecting pieces are bonded by adopting the adhesive, so that slurry leakage during concrete pouring is prevented.
Welding the L-shaped latch hook 7 and the C-shaped latch hook 6 to corresponding positions of channel steel and H-shaped steel in a factory to form a channel steel sealing plate connecting piece 8, an H-shaped steel edge connecting piece 5 and an H-shaped steel middle connecting piece 4, and then sequentially connecting the corresponding C-shaped latch hook 6 and the L-shaped latch hook 7 of two adjacent connecting pieces together to form a peripheral constraint steel pipe 3; concrete is poured in the rectangular space formed by connecting the flanges of the two adjacent connecting pieces, and H-shaped steel and channel steel assembled L-shaped special-shaped columns connected by the lock hooks are formed.
While embodiments of the invention have been shown and described, it will be understood by those of ordinary skill in the art that: various changes, modifications, substitutions and alterations can be made to the embodiments without departing from the principles and spirit of the invention, the scope of which is defined by the claims and their equivalents.
Claims (6)
1. The utility model provides a special-shaped post of H shaped steel, channel steel assembled L type that latch hook is connected which characterized in that: the special-shaped column comprises a peripheral constraint steel pipe (3) and internal concrete (2), wherein the peripheral constraint steel pipe (3) consists of 1H-shaped steel middle connecting piece (4), a plurality of H-shaped steel edge connecting pieces (5) and two channel steel sealing plate connecting pieces (8), and the peripheral constraint steel pipe (3) is connected in a way that: two adjacent side surfaces of a connecting piece (4) in the H-shaped steel are respectively connected with an H-shaped steel edge connecting piece (5), the other side surface of the H-shaped steel edge connecting piece (5) is respectively connected with a channel steel sealing plate connecting piece (8) to form an assembled L-shaped special-shaped column, wherein the connecting piece (4) in the H-shaped steel is positioned in the middle part, the H-shaped steel edge connecting piece (5) is positioned on two adjacent side surfaces of the connecting piece (4) in the H-shaped steel, and the channel steel sealing plate connecting piece (8) is positioned on the outer side; the web connecting side of one flange inner side of the H-shaped steel middle connecting piece (4) is welded with one row of C-shaped shackle (6), the web connecting side of the other flange inner side is welded with one row of C-shaped shackle (6), two rows of C-shaped shackle (6) are welded on two web sides of the other flange outer side, two rows of C-shaped shackle (6) are welded inside the upper flange and the lower flange on one side of the H-shaped steel edge connecting piece (5), two rows of L-shaped latch hooks (7) are welded at the same elevation positions of the upper flange and the lower flange inner sides on the other side of the web, two rows of L-shaped latch hooks (7) are welded at the same elevation positions of the upper flange and the lower flange inner sides of the channel steel sealing plate connecting piece (8), and the two rows of C-shaped shackle (6) of the H-shaped steel edge connecting piece (5) are hooked by the L-shaped latch hooks (7); the wall thickness of the C-shaped hook ring (6) in the hole is b, the inner hole diameter is C, the distance between the outer edge of the C-shaped hook ring (6) and the outer edge of the flange is a, the distance between the L-shaped hook ring (7) and the outer edge of the flange is D, and the value of D is a + b + C.
2. The lock hook connected H-shaped steel and groove steel assembly type L-shaped profiled pole as claimed in claim 1, wherein: the inner hole of the C-shaped shackle (6) is square, rectangular or circular.
3. The lock hook connected H-shaped steel and groove steel assembly type L-shaped profiled pole as claimed in claim 1, wherein: the inner hole of the C-shaped shackle (6) is square, rectangular or circular; the cross section of the L-shaped latch hook (7) is square, rectangular or circular.
4. The lock hook connected H-shaped steel and groove steel assembly type L-shaped profiled pole as claimed in claim 1, wherein: the connecting process of the H-shaped steel and the channel steel assembled L-shaped special-shaped column connected by the lock hook is as follows: respectively aligning a flange on one side of an L-shaped latch hook (7) of a channel steel seal plate connecting piece (8) with a flange of an H-shaped steel side connecting piece (5), and sliding from top to bottom along the flange of the H-shaped steel side connecting piece (5) to enable the L-shaped latch hook (7) of the channel steel seal plate connecting piece (8) to hook a C-shaped shackle (6) of the H-shaped steel side connecting piece (5); the flange on one side of the L-shaped lock hook (7) of the H-shaped steel edge connecting piece (5) is aligned with the flange of the H-shaped steel middle connecting piece (4) respectively, and the flange slides from top to bottom along the flange of the H-shaped steel middle connecting piece (4), so that the L-shaped lock hook (7) of the H-shaped steel edge connecting piece (5) hooks the C-shaped shackle (6) of the H-shaped steel middle connecting piece (4), and adjacent H-shaped steel edge connecting pieces (5) are connected with the L-shaped lock hook (7) through the C-shaped shackle.
5. The lock hook connected H-shaped steel and groove steel assembly type L-shaped profiled pole as claimed in claim 1, wherein: the internal concrete (2) is poured in a rectangular space formed by the H-shaped steel middle connecting piece (4) and the H-shaped steel side connecting piece (5), the H-shaped steel side connecting piece (5) and the channel steel sealing plate connecting piece (8).
6. The lock hook connected H-shaped steel and groove steel assembly type L-shaped profiled pole as claimed in claim 5, wherein: when the internal concrete (2) is poured, the joints of the adjacent connecting pieces are bonded by adopting the adhesive, so that slurry leakage during concrete pouring is prevented.
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| CN201911139607.7A CN110863611B (en) | 2019-11-20 | 2019-11-20 | H-shaped steel and channel steel assembled L-shaped special-shaped column connected by latch hook |
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| CN201911139607.7A CN110863611B (en) | 2019-11-20 | 2019-11-20 | H-shaped steel and channel steel assembled L-shaped special-shaped column connected by latch hook |
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| CN110863611B true CN110863611B (en) | 2021-11-30 |
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Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5761868A (en) * | 1996-08-01 | 1998-06-09 | Usg Interiors, Inc. | Grid connector |
| JPH11731A (en) * | 1997-04-15 | 1999-01-06 | Nakajima Kokan Kk | Manufacture of steel tube with internal reinforcement |
| US6244009B1 (en) * | 1997-09-08 | 2001-06-12 | Dominic Cerrato | Flexible interlocking wall system |
| CN1617967A (en) * | 2001-09-13 | 2005-05-18 | 地平线显示器公司 | Box frame assembly |
| CN205840149U (en) * | 2016-07-27 | 2016-12-28 | 张君强 | A kind of combinative structure of steel construction corner post |
| CN106812246A (en) * | 2017-02-15 | 2017-06-09 | 中建钢构武汉有限公司 | The interior filling concrete profiled pile of steel box column and I-shaped steel column spelling |
| CN108049633A (en) * | 2017-12-15 | 2018-05-18 | 天津大学建筑设计研究院 | A kind of precast concrete concrete frame joint construction method |
| CN208363358U (en) * | 2018-05-09 | 2019-01-11 | 李藏柱 | The connection structure of concrete prefabricated panel and steel column |
| CN109339287A (en) * | 2018-10-10 | 2019-02-15 | 河北水利电力学院 | Wall connecting component is embedded in a kind of assembling type steel structure system |
| CN208803630U (en) * | 2018-07-16 | 2019-04-30 | 山东科技大学 | A kind of cross steel reinforced concrete special-shaped columns of assembled |
Family Cites Families (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2109129A5 (en) * | 1970-10-02 | 1972-05-26 | Vincens Rene | |
| CH681239A5 (en) * | 1990-02-05 | 1993-02-15 | Fehlbaum & Co | |
| JP2885392B2 (en) * | 1994-05-13 | 1999-04-19 | 株式会社田窪工業所 | Vertical and horizontal material hooking device |
| CN102493603B (en) * | 2011-12-30 | 2013-11-27 | 王夏静 | Prefabricated column of reserved concealed column channel, concealed column type complete assembled earthquake-resistant building and its method |
| CN105369898B (en) * | 2015-08-25 | 2017-10-13 | 河南奥斯派克科技有限公司 | Thin-wall channel assembled house based on BIM |
| CN205369578U (en) * | 2016-02-03 | 2016-07-06 | 北京堡瑞思减震科技有限公司 | Combination steel pipe concrete H shaped steel macroaxis power buckling restrained brace |
| WO2018061075A1 (en) * | 2016-09-27 | 2018-04-05 | 大和ハウス工業株式会社 | Formwork |
| CN108104270A (en) * | 2016-11-24 | 2018-06-01 | 重庆市中科大业建筑科技有限公司 | A kind of clod wash multi-cavity steel tube concrete Special-Shaped Column and the rigid joint of H profile steel beam |
| CN206917087U (en) * | 2017-06-30 | 2018-01-23 | 姚芳辉 | A kind of prefabricated assembling type reinforced concrete framework open tubular column and its making mould |
| CN107524234B (en) * | 2017-09-30 | 2022-11-22 | 湖南省第一工程有限公司 | Connecting beam splitting structure of steel plate concrete shear wall and manufacturing method |
| CN109537885A (en) * | 2019-01-09 | 2019-03-29 | 中国建筑第七工程局有限公司 | A kind of steel reinforced concrete beam forms self-supporter system |
-
2019
- 2019-11-20 CN CN201911139607.7A patent/CN110863611B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5761868A (en) * | 1996-08-01 | 1998-06-09 | Usg Interiors, Inc. | Grid connector |
| JPH11731A (en) * | 1997-04-15 | 1999-01-06 | Nakajima Kokan Kk | Manufacture of steel tube with internal reinforcement |
| US6244009B1 (en) * | 1997-09-08 | 2001-06-12 | Dominic Cerrato | Flexible interlocking wall system |
| CN1617967A (en) * | 2001-09-13 | 2005-05-18 | 地平线显示器公司 | Box frame assembly |
| CN205840149U (en) * | 2016-07-27 | 2016-12-28 | 张君强 | A kind of combinative structure of steel construction corner post |
| CN106812246A (en) * | 2017-02-15 | 2017-06-09 | 中建钢构武汉有限公司 | The interior filling concrete profiled pile of steel box column and I-shaped steel column spelling |
| CN108049633A (en) * | 2017-12-15 | 2018-05-18 | 天津大学建筑设计研究院 | A kind of precast concrete concrete frame joint construction method |
| CN208363358U (en) * | 2018-05-09 | 2019-01-11 | 李藏柱 | The connection structure of concrete prefabricated panel and steel column |
| CN208803630U (en) * | 2018-07-16 | 2019-04-30 | 山东科技大学 | A kind of cross steel reinforced concrete special-shaped columns of assembled |
| CN109339287A (en) * | 2018-10-10 | 2019-02-15 | 河北水利电力学院 | Wall connecting component is embedded in a kind of assembling type steel structure system |
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