CN103266695B - Connecting structure for composite partition and steel column - Google Patents
Connecting structure for composite partition and steel column Download PDFInfo
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- CN103266695B CN103266695B CN201310130223.5A CN201310130223A CN103266695B CN 103266695 B CN103266695 B CN 103266695B CN 201310130223 A CN201310130223 A CN 201310130223A CN 103266695 B CN103266695 B CN 103266695B
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- Prior art keywords
- steel
- partition
- composite
- composite partition
- partition board
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- 238000005192 partition Methods 0.000 title claims abstract description 106
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 84
- 239000010959 steel Substances 0.000 title claims abstract description 84
- 239000002131 composite material Substances 0.000 title claims abstract description 54
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 38
- 229910052742 iron Inorganic materials 0.000 claims description 19
- 239000004567 concrete Substances 0.000 claims description 8
- 239000004568 cement Substances 0.000 claims description 4
- 239000003795 chemical substances by application Substances 0.000 claims description 4
- 239000006260 foam Substances 0.000 claims description 4
- 239000004570 mortar (masonry) Substances 0.000 claims description 4
- 239000000853 adhesive Substances 0.000 claims description 3
- 230000001070 adhesive effect Effects 0.000 claims description 3
- 239000011083 cement mortar Substances 0.000 abstract description 2
- 239000004088 foaming agent Substances 0.000 abstract 1
- 238000005336 cracking Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000011162 core material Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 230000001413 cellular effect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a connecting structure for a composite partition and a steel column. The composite partition is formed by splicing an upper partition board and a lower partition board; the steel column is arranged between two adjacent composite partitions; the steel column is an I-beam or square steel; protrusions on the left and right sides of the I-beam are embedded in the composite partition; cement mortar is filled in a gap between the I-beam and the composite partition; L-shaped steel is arranged between the square steel and the composite partition; and a foaming agent is filled in a gap between the square steel and the composite partition. The connecting structure for the composite partition and the steel column successfully solves the problem that the composite partition and the steel column are easily loosened and cracked.
Description
Technical field
The present invention relates to a kind of composite partition and steel column syndeton.
Background technology
Usually adopt cement mortar to fill in prior art between composite partition with steel column to be connected, easily occur the problem loosening and ftracture.
And in composite partition, upper joint partition board is connected by Tenon or bolt usually with between lower joint partition board, easily occurs the problem of slab-joint cracking between two partition boards.
Summary of the invention
Technical problem to be solved by this invention is just to provide a kind of composite partition and steel column syndeton, solves the problem easily occurring between composite partition and steel column loosening and ftractureing, solves the technical problem easily occurring slab-joint cracking between two partition boards simultaneously.
For solving the problems of the technologies described above, the present invention adopts following technical scheme: composite partition and steel column syndeton, composite partition is spliced by upper joint partition board and lower joint partition board, steel column is provided with between two adjacent composite partition, it is characterized in that: described upper joint partition board bottom is provided with connecting pin, described lower joint partition board top is provided with steel pin plate, described connecting pin is provided with forward sawtooth, cotter way is provided with in described steel pin plate, be provided with reverse sawtooth in described cotter way, described connecting pin and steel pin plate fastening by being connected of forward and reverse sawtooth; Described steel column is i iron or square steel, wherein i iron left and right sides protuberance is embedded in composite partition, filling concrete mortar in gap between i iron and composite partition, is provided with L shape steel between described square steel and composite partition, filling-foam agent in the gap between described square steel and composite partition.
As preferably, described upper joint partition board bottom is provided with link slot, and be equipped with steel plate in described upper link slot, described connecting pin is fixed in link slot.
As preferably, described lower joint partition board top is provided with lower link slot, and be equipped with steel plate in described lower link slot, described steel pin plate is located in lower link slot, is provided with spring between described two ends, steel pin plate left and right and lower link slot left and right sides wall.
As preferably, described forward sawtooth is knuckle-tooth, the described reverse sawtooth side of being tooth.
As preferably, described i iron external surface smears one deck Building Adhesive, and described composite partition corresponding i iron left and right sides protuberance is provided with dovetail groove.
As preferably, described L shape steel one side and square steel are welded and fixed, and described another side of L shape steel is imbedded in composite partition.
In the present invention, steel column is divided into i iron and square column two kinds of structures, wherein be embedded in composite partition at i iron left and right sides protuberance, filling concrete mortar in gap between i iron and composite partition, L shape steel is provided with between square steel and composite partition, filling-foam agent in gap between square steel and composite partition, so successfully solves the problem easily occurring between composite partition and steel column loosening and ftractureing.
In addition, present invention uses the mechanical seamless theory of engagement and connect upper joint partition board and lower joint partition board, namely inserting with the zigzag connecting pin of band is embedded in the link slot of partition board termination, connecting pin be hidden in link slot with flexible fastening by spring of the steel pin plate of reverse saw flute profile, both are engaged each other, thus two sections of partition boards are linked to be entirety, it can not only reliably transmission of pressure, can also bear moment of flexure, shearing and pulling force, this structure successfully solves the construction difficult problem of slab-joint cracking.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the invention will be further described:
Fig. 1 is composite partition and i iron steel column syndeton schematic diagram;
Fig. 2 is composite partition and square steel steel column syndeton schematic diagram;
Fig. 3 is upper joint partition board and lower joint partition board syndeton schematic diagram.
Detailed description of the invention
As shown in Figure 1 to Figure 3, composite partition 1 is spliced by upper joint partition board 10 and lower joint partition board 11, is provided with steel column 24 between two adjacent composite partition.
Fig. 1 shows the syndeton of joint partition board and lower joint partition board, described upper joint partition board 10 bottom is provided with connecting pin 102, described lower joint partition board 11 top is provided with steel pin plate 112, described connecting pin 102 is provided with forward sawtooth 103, cotter way is provided with in described steel pin plate 112, be provided with reverse sawtooth 113 in described cotter way, described connecting pin 102 and steel pin plate 112 fastening as a whole by being connected of forward and reverse sawtooth.Described upper joint partition board 10 top is provided with link slot 101, and be equipped with steel plate in described upper link slot, described connecting pin 102 is fixed in link slot.Described lower joint partition board 11 bottom is provided with lower link slot 111, and be equipped with steel plate in described lower link slot, described steel pin plate 112 is located in lower link slot, is provided with spring 114 between described two ends, steel pin plate left and right and lower link slot left and right sides wall.Described forward sawtooth is knuckle-tooth, the described reverse sawtooth side of being tooth.
Well in advance saves the link slot of partition board and lower joint partition board, then connecting pin and steel pin plate are embedded in the link slot of partition board termination, when upper joint partition board is connected with lower joint partition board, connecting pin inserts in the cotter way of steel pin plate, forward and reverse jigsaw fit connects, simultaneously because the steel pin plate left and right sides is fastening by telescopic spring, thus upper joint partition board and lower joint partition board are linked to be entirety.
The present invention employs the mechanical seamless theory of engagement and is connected between upper joint partition board with lower joint partition board, namely inserting with the zigzag connecting pin of band is embedded in the lower link slot of lower joint partition board termination, connecting pin be hidden in lower link slot with flexible fastening by spring of the steel pin plate of reverse saw flute profile, both are engaged each other, thus two sections of partition boards are linked to be entirety, it can not only reliably transmission of pressure, can also bear moment of flexure, shearing and pulling force, this structure successfully solves the construction difficult problem of slab-joint cracking.
In addition, this partition board comprise plant fiber-cement panel and be located at partition board inner chamber that plant fiber-cement panel surrounds in fibrous concrete.Be provided with dividing plate in described partition board inner chamber, partition board inner chamber is divided into several holes by described dividing plate, and described fibrous concrete is filled in hole.The shape of described hole is regular hexagon, and described hole is arranged in cellular.Be provided with interface channel between described hole, in described interface channel, be embedded with bar planting.
The present invention improves the core material of partition wall on the basis of traditional partition board, be provided with fibrous concrete as core body synthetic materials, in addition, owing to being provided with diaphragm structure further, the performance requirements such as satisfied sound insulation, insulation, fire prevention, waterproof, environmental protection make partition wall have tension, compressive property further, also improves anti-seismic performance.
As shown in Figure 2, described steel column 24 is i iron, wherein i iron left and right sides protuberance is embedded in composite partition 1, filling concrete mortar 203 in gap between i iron and composite partition, described i iron external surface smears one deck Building Adhesive 242, and described composite partition corresponding i iron left and right sides protuberance is provided with dovetail groove.
As shown in Figure 3, described steel column 24 is square steel, is provided with L shape steel 201 between described square steel and composite partition 1, filling-foam agent 240 in the gap between described square steel and composite partition.Described L shape steel one side and square steel are welded and fixed 241, and described another side of L shape steel is imbedded in composite partition 1.
Claims (6)
1. composite partition and steel column syndeton, composite partition (1) is spliced by upper joint partition board (10) and lower joint partition board (11), steel column (24) is provided with between two adjacent composite partition, it is characterized in that: described upper joint partition board bottom is provided with connecting pin (102), described lower joint partition board top is provided with steel pin plate (112), described connecting pin is provided with forward sawtooth (103), cotter way is provided with in described steel pin plate, reverse sawtooth (113) is provided with in described cotter way, described connecting pin and steel pin plate fastening by being connected of forward and reverse sawtooth, described steel column is i iron or square steel, wherein i iron left and right sides protuberance is embedded in composite partition, filling concrete mortar (203) in gap between i iron and composite partition, L shape steel (201) is provided with, filling-foam agent (240) in the gap between described square steel and composite partition between described square steel and composite partition, fibrous concrete during partition board comprises plant fiber-cement panel and is located at partition board inner chamber that plant fiber-cement panel surrounds.
2. composite partition according to claim 1 and steel column syndeton, is characterized in that: described upper joint partition board bottom is provided with link slot (101), and be equipped with steel plate in described upper link slot, described connecting pin is fixed in link slot.
3. composite partition according to claim 2 and steel column syndeton, it is characterized in that: described lower joint partition board (11) top is provided with lower link slot (111), steel plate is equipped with in described lower link slot, described steel pin plate (112) is located in lower link slot, is provided with spring (114) between described two ends, steel pin plate left and right and lower link slot left and right sides wall.
4. composite partition according to claim 3 and steel column syndeton, is characterized in that: described forward sawtooth is knuckle-tooth, the described reverse sawtooth side of being tooth.
5. composite partition according to claim 1 and steel column syndeton, is characterized in that: described i iron external surface smears one deck Building Adhesive (242), and described composite partition corresponding i iron left and right sides protuberance is provided with dovetail groove.
6. composite partition according to claim 1 and steel column syndeton, is characterized in that: described L shape steel one side and square steel are welded and fixed (241), and described another side of L shape steel is imbedded in composite partition.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310130223.5A CN103266695B (en) | 2013-04-15 | 2013-04-15 | Connecting structure for composite partition and steel column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310130223.5A CN103266695B (en) | 2013-04-15 | 2013-04-15 | Connecting structure for composite partition and steel column |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103266695A CN103266695A (en) | 2013-08-28 |
| CN103266695B true CN103266695B (en) | 2015-04-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310130223.5A Active CN103266695B (en) | 2013-04-15 | 2013-04-15 | Connecting structure for composite partition and steel column |
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| CN (1) | CN103266695B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105220771B (en) * | 2015-09-21 | 2017-10-10 | 中铁上海工程局集团有限公司 | A kind of wet seam connection method of prefabricated fair-faced post |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2218213Y (en) * | 1994-04-18 | 1996-01-24 | 王义福 | Linkager of partition wall |
| CN2415073Y (en) * | 2000-03-15 | 2001-01-17 | 林保财 | Partition panel without need of scarf strip |
| TW504538B (en) * | 2001-08-01 | 2002-10-01 | Jen-Wang Chen | Construction method and device thereof for light partition wall |
| GB2440532A (en) * | 2006-08-04 | 2008-02-06 | Roxbury Ltd | Internal partition wall |
| CN201232269Y (en) * | 2008-06-24 | 2009-05-06 | 古罗阿梅 | Improvement structure of light partition wall |
| EP2540927A1 (en) * | 2011-07-01 | 2013-01-02 | Lafarges Platres | Earthquake-resistant partition |
| CN203145252U (en) * | 2013-04-15 | 2013-08-21 | 浙江海天建设集团有限公司 | Composite partition wall-steel post connecting structure |
-
2013
- 2013-04-15 CN CN201310130223.5A patent/CN103266695B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2218213Y (en) * | 1994-04-18 | 1996-01-24 | 王义福 | Linkager of partition wall |
| CN2415073Y (en) * | 2000-03-15 | 2001-01-17 | 林保财 | Partition panel without need of scarf strip |
| TW504538B (en) * | 2001-08-01 | 2002-10-01 | Jen-Wang Chen | Construction method and device thereof for light partition wall |
| GB2440532A (en) * | 2006-08-04 | 2008-02-06 | Roxbury Ltd | Internal partition wall |
| CN201232269Y (en) * | 2008-06-24 | 2009-05-06 | 古罗阿梅 | Improvement structure of light partition wall |
| EP2540927A1 (en) * | 2011-07-01 | 2013-01-02 | Lafarges Platres | Earthquake-resistant partition |
| CN203145252U (en) * | 2013-04-15 | 2013-08-21 | 浙江海天建设集团有限公司 | Composite partition wall-steel post connecting structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103266695A (en) | 2013-08-28 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: No. 55, Wu Ning Xi Road, Dongyang City, Jinhua, Zhejiang Patentee after: HAITIAN CONSTRUCTION GROUP Co.,Ltd. Address before: No. 55, Wu Ning Xi Road, Dongyang City, Jinhua, Zhejiang Patentee before: ZHEJIANG HAITIAN CONSTRUCTION GROUP Co.,Ltd. |
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| CP01 | Change in the name or title of a patent holder | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: Composite partition wall and steel column connection structure Granted publication date: 20150422 Pledgee: Dongyang Branch of China Construction Bank Co.,Ltd. Pledgor: HAITIAN CONSTRUCTION GROUP Co.,Ltd. Registration number: Y2024980019617 |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right |