CN103266696B - Connecting process for composite partition, steel column and crossbeam - Google Patents
Connecting process for composite partition, steel column and crossbeam Download PDFInfo
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- CN103266696B CN103266696B CN201310130965.8A CN201310130965A CN103266696B CN 103266696 B CN103266696 B CN 103266696B CN 201310130965 A CN201310130965 A CN 201310130965A CN 103266696 B CN103266696 B CN 103266696B
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- crossbeam
- steel column
- link slot
- steel
- partition
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- 238000005192 partition Methods 0.000 title claims abstract description 115
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 106
- 239000010959 steel Substances 0.000 title claims abstract description 106
- 239000002131 composite material Substances 0.000 title claims abstract description 52
- 238000000034 method Methods 0.000 title abstract 4
- 239000004567 concrete Substances 0.000 claims abstract description 21
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 28
- 238000005516 engineering process Methods 0.000 claims description 18
- 229910052742 iron Inorganic materials 0.000 claims description 14
- 239000004570 mortar (masonry) Substances 0.000 claims description 10
- 239000000853 adhesive Substances 0.000 claims description 3
- 230000001070 adhesive effect Effects 0.000 claims description 3
- 238000003466 welding Methods 0.000 abstract 2
- 238000010586 diagram Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000011162 core material Substances 0.000 description 2
- 238000005336 cracking 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
- 239000011083 cement mortar Substances 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 process for a composite partition, a steel column and a crossbeam. The connecting process comprises the following steps: firstly, mounting connecting steel plates at upper and lower ends of the steel column to a concrete top plate and a concrete base plate by using expansion bolts, and mounting crossbeam connecting steel plates to a structural wall space and cylinder by using expansion bolts; secondly, fixing the steel column and the steel column connecting steel plates in a welding manner and mounting the composite partition below the crossbeam; and finally, fixing the crossbeam and the crossbeam connecting steel plates in a welding manner and mounting the composite partition above the crossbeam. The connecting process successfully solves the problem that the composite partition, the steel column and the crossbeam are easily loosened and cracked.
Description
Technical field
The present invention relates to a kind of composite partition steel column and crossbeam Joining Technology.
Background technology
For general partition wall, height and width numerical value little, without the need to setting up steel structure beam and steel column, if but the height of partition wall and width numerical value larger, steel column and crossbeam should be set up, in prior art composite partition with usually adopts cement mortar to fill between steel column and crossbeam to be connected, easily to occur problem that is loosening and that ftracture.
Summary of the invention
Technical problem to be solved by this invention is just to provide a kind of steel column and crossbeam Joining Technology, solves the problem easily occurring between composite partition and steel column and crossbeam loosening and ftractureing.
For solving the problems of the technologies described above, the present invention adopts following technical scheme: composite partition steel column and crossbeam Joining Technology, composite partition is by some groups being saved partition board and lower joint partition board is spliced, steel column is provided with between two groups of partition boards that wherein left and right is adjacent, crossbeam is provided with between two groups of neighbouring partition boards, it is characterized in that: described steel column and crossbeam are i iron, distance between the protuberance of steel column both sides is greater than the distance between the protuberance of crossbeam both sides, and composite partition steel column and crossbeam Joining Technology comprise the steps:
First, the junction steel plate expansion bolt at upper and lower for steel column two ends is arranged on concrete roof and concrete floor, crossbeam junction steel plate expansion bolt is arranged on structure metope, cylinder simultaneously;
Then, steel column and steel column junction steel plate are welded and fixed and the composite partition below crossbeam is installed;
Finally, crossbeam and steel column and crossbeam junction steel plate are welded and fixed and install the composite partition above crossbeam;
Wherein, beam-end is fixedly welded on steel column inner fovea part side, filling concrete mortar in the gap between steel column and composite partition; The protuberance of the upper and lower both sides of crossbeam is embedded in composite partition, filling concrete mortar in the gap between crossbeam and composite partition.
As preferably, described upper joint partition board bottom is provided with link slot, the corresponding described upper link slot in described lower joint partition board top is provided with lower link slot, all be equipped with steel plate in described upper link slot and lower link slot, be provided with connecting pin in described upper link slot, described connecting pin is provided with forward sawtooth, steel pin plate is provided with in described lower link slot, be provided with cotter way in described steel pin plate, in described cotter way, be provided with reverse sawtooth, between described two ends, steel pin plate left and right and lower link slot left and right sides wall, be provided with spring.
As preferably, the Joining Technology of upper joint partition board and lower joint partition board comprises the steps:
First, offer groove in upper joint partition board bottom and lower joint partition board top and in groove, lay steel plate and form link slot and lower link slot;
Then, in upper link slot, arrange connecting pin, in connecting pin and upper link slot, Plate Welding is fixed, and arranges steel pin plate, mounting spring between steel pin plate and lower link slot left and right sides wall in lower link slot;
Finally, upper joint partition board and lower joint partition board are stitched together, and connecting pin and steel pin plate fastening by being connected of forward and reverse sawtooth.
As preferably, described forward sawtooth is knuckle-tooth, the described reverse sawtooth side of being tooth.
As preferably, described lower link slot width is greater than link slot width.
As preferably, described steel column 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.
In the present invention, steel column is i-beam structure, 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, so successfully solves the problem easily occurring between composite partition and steel column loosening and ftractureing.
Meanwhile crossbeam and steel column are welded and fixed, and the protuberance of the upper and lower both sides of crossbeam is embedded in composite partition, filling concrete mortar in gap between crossbeam and composite partition, so successfully solves the problem easily occurring between composite partition and crossbeam 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 beam connecting structure schematic diagram;
Fig. 3 is crossbeam and steel column syndeton top view;
Fig. 4 is crossbeam and steel column syndeton lateral view;
Fig. 5 is upper joint partition board and lower joint partition board syndeton schematic diagram.
Detailed description of the invention
As shown in Figures 1 to 5, composite partition 1 is spliced with lower joint partition board 11 by some groups being saved partition board 10, and upper joint partition board 10 is first spliced into one piece of partition board with lower joint partition board 11, and then splices with other partition boards organized.Be provided with steel column 24 between two groups of partition boards that wherein left and right is adjacent, between two groups of neighbouring partition boards, be provided with crossbeam 25.
As shown in Figures 1 to 4, described crossbeam and steel column are i iron, distance between the protuberance of steel column both sides is greater than the distance between the protuberance of crossbeam both sides, beam-end is fixedly welded on steel column inner fovea part side, the protuberance of the upper and lower both sides of described crossbeam is embedded in composite partition, filling concrete mortar 203 in the gap between crossbeam and composite partition.Steel column i iron left and right sides protuberance is embedded in composite partition, 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 1 corresponding i iron left and right sides protuberance is provided with dovetail groove.
Composite partition steel column and crossbeam Joining Technology comprise the steps:
First, the junction steel plate expansion bolt at upper and lower for steel column two ends is arranged on concrete roof and concrete floor, crossbeam junction steel plate expansion bolt is arranged on structure metope, cylinder simultaneously,
Then, steel column and steel column junction steel plate are welded and fixed and the composite partition below crossbeam is installed;
Finally, crossbeam and steel column and crossbeam junction steel plate are welded and fixed and install the composite partition above crossbeam;
Wherein, beam-end is fixedly welded on steel column inner fovea part side, filling concrete mortar in the gap between steel column and composite partition; The protuberance of the upper and lower both sides of crossbeam is embedded in composite partition, filling concrete mortar in the gap between crossbeam and composite partition.
Fig. 5 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.
The Joining Technology of upper joint partition board and lower joint partition board comprises the steps:
First, offer groove in upper joint partition board bottom and lower joint partition board top and in groove, lay steel plate and form link slot and lower link slot;
Then, in upper link slot, arrange connecting pin, in connecting pin and upper link slot, Plate Welding is fixed, and arranges steel pin plate, mounting spring between steel pin plate and lower link slot left and right sides wall in lower link slot;
Finally, upper joint partition board and lower joint partition board are stitched together, and connecting pin and steel pin plate fastening by being connected of forward and reverse sawtooth.
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.
Claims (6)
1. composite partition steel column and crossbeam Joining Technology, composite partition (1) is spliced with lower joint partition board (11) by some groups being saved partition board (10), steel column (24) is provided with between two groups of partition boards that wherein left and right is adjacent, crossbeam (25) is provided with between two groups of neighbouring partition boards, it is characterized in that: described steel column and crossbeam are i iron, distance between the protuberance of steel column both sides is greater than the distance between the protuberance of crossbeam both sides, and composite partition steel column and crossbeam Joining Technology comprise the steps:
First, the junction steel plate expansion bolt at upper and lower for steel column two ends is arranged on concrete roof and concrete floor, crossbeam junction steel plate expansion bolt is arranged on structure metope, cylinder simultaneously;
Then, steel column and steel column junction steel plate are welded and fixed and the composite partition below crossbeam is installed;
Finally, crossbeam and steel column and crossbeam junction steel plate are welded and fixed and install the composite partition above crossbeam;
Wherein, beam-end is fixedly welded on steel column inner fovea part side, filling concrete mortar (203) in the gap between steel column and composite partition; The protuberance of the upper and lower both sides of crossbeam is embedded in composite partition, filling concrete mortar (203) in the gap between crossbeam and composite partition.
2. composite partition steel column according to claim 1 and crossbeam Joining Technology, it is characterized in that: described upper joint partition board bottom is provided with link slot (101), the corresponding described upper link slot (101) in described lower joint partition board (11) top is provided with lower link slot (111), all steel plate is equipped with in described upper link slot and lower link slot, connecting pin is provided with in described upper link slot, described connecting pin is provided with forward sawtooth (103), steel pin plate (112) is provided with in described lower link slot, cotter way is provided with in described steel pin plate, reverse sawtooth (113) is provided with in described cotter way, spring (114) is provided with between described two ends, steel pin plate left and right and lower link slot left and right sides wall.
3. composite partition steel column according to claim 2 and crossbeam Joining Technology, is characterized in that: the Joining Technology above saving partition board and lower joint partition board comprises the steps:
First, offer groove in upper joint partition board bottom and lower joint partition board top and in groove, lay steel plate and form link slot and lower link slot;
Then, in upper link slot, arrange connecting pin, in connecting pin and upper link slot, Plate Welding is fixed, and arranges steel pin plate, mounting spring between steel pin plate and lower link slot left and right sides wall in lower link slot;
Finally, upper joint partition board and lower joint partition board are stitched together, and connecting pin and steel pin plate fastening by being connected of forward and reverse sawtooth.
4. composite partition steel column according to claim 3 and crossbeam Joining Technology, is characterized in that: described forward sawtooth is knuckle-tooth, the described reverse sawtooth side of being tooth.
5. composite partition steel column according to claim 4 and crossbeam Joining Technology, is characterized in that: described lower link slot width is greater than link slot width.
6. composite partition steel column according to claim 1 and crossbeam Joining Technology, it is characterized in that: described steel column i iron external surface smears one deck Building Adhesive (242), described composite partition corresponding i iron left and right sides protuberance is provided with dovetail groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310130965.8A CN103266696B (en) | 2013-04-15 | 2013-04-15 | Connecting process for composite partition, steel column and crossbeam |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310130965.8A CN103266696B (en) | 2013-04-15 | 2013-04-15 | Connecting process for composite partition, steel column and crossbeam |
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| Publication Number | Publication Date |
|---|---|
| CN103266696A CN103266696A (en) | 2013-08-28 |
| CN103266696B true CN103266696B (en) | 2015-02-25 |
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| CN201310130965.8A Active CN103266696B (en) | 2013-04-15 | 2013-04-15 | Connecting process for composite partition, steel column and crossbeam |
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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 |
| JP2001107496A (en) * | 1999-10-12 | 2001-04-17 | Sekisui Chem Co Ltd | Partition panel mounting structure and method |
| CN201232269Y (en) * | 2008-06-24 | 2009-05-06 | 古罗阿梅 | Improvement structure of light partition wall |
| CN202031203U (en) * | 2011-01-19 | 2011-11-09 | 潍坊绿城低碳建筑科技有限公司 | Plate-assembling type enveloping and filling system |
| CN102777042A (en) * | 2012-07-27 | 2012-11-14 | 中山建华墙体材料有限公司 | Installation technology of connecting board type inner separation wall |
| CN103216107A (en) * | 2013-04-23 | 2013-07-24 | 东莞市彩丽建筑维护技术有限公司 | Method for installing concrete light board wall and jacking and fixing device |
-
2013
- 2013-04-15 CN CN201310130965.8A patent/CN103266696B/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 |
| JP2001107496A (en) * | 1999-10-12 | 2001-04-17 | Sekisui Chem Co Ltd | Partition panel mounting structure and method |
| CN2415073Y (en) * | 2000-03-15 | 2001-01-17 | 林保财 | Partition panel without need of scarf strip |
| CN201232269Y (en) * | 2008-06-24 | 2009-05-06 | 古罗阿梅 | Improvement structure of light partition wall |
| CN202031203U (en) * | 2011-01-19 | 2011-11-09 | 潍坊绿城低碳建筑科技有限公司 | Plate-assembling type enveloping and filling system |
| CN102777042A (en) * | 2012-07-27 | 2012-11-14 | 中山建华墙体材料有限公司 | Installation technology of connecting board type inner separation wall |
| CN103216107A (en) * | 2013-04-23 | 2013-07-24 | 东莞市彩丽建筑维护技术有限公司 | Method for installing concrete light board wall and jacking and fixing device |
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| CN103266696A (en) | 2013-08-28 |
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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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Denomination of invention: Composite partition wall steel column and beam connection technology Granted publication date: 20150225 Pledgee: Dongyang Branch of China Construction Bank Co.,Ltd. Pledgor: HAITIAN CONSTRUCTION GROUP Co.,Ltd. Registration number: Y2024980019617 |