CN103114660B - Panel point structure of steel-bamboo combined wall and steel-bamboo combined floor slab and processing method thereof - Google Patents
Panel point structure of steel-bamboo combined wall and steel-bamboo combined floor slab and processing method thereof Download PDFInfo
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- CN103114660B CN103114660B CN201310016154.5A CN201310016154A CN103114660B CN 103114660 B CN103114660 B CN 103114660B CN 201310016154 A CN201310016154 A CN 201310016154A CN 103114660 B CN103114660 B CN 103114660B
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- 239000011425 bamboo Substances 0.000 title claims abstract description 354
- 238000003672 processing method Methods 0.000 title claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 412
- 239000010959 steel Substances 0.000 claims abstract description 412
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 333
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 333
- 241001330002 Bambuseae Species 0.000 claims description 333
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 333
- 239000002131 composite material Substances 0.000 claims description 97
- 150000001875 compounds Chemical class 0.000 claims description 85
- 239000000853 adhesive Substances 0.000 claims description 48
- 230000001070 adhesive effect Effects 0.000 claims description 48
- 238000007789 sealing Methods 0.000 claims description 31
- 238000001035 drying Methods 0.000 claims description 18
- 238000010079 rubber tapping Methods 0.000 claims description 18
- LFQSCWFLJHTTHZ-UHFFFAOYSA-N Ethanol Chemical compound CCO LFQSCWFLJHTTHZ-UHFFFAOYSA-N 0.000 claims description 12
- 239000003822 epoxy resin Substances 0.000 claims description 12
- 229920000647 polyepoxide Polymers 0.000 claims description 12
- 238000013461 design Methods 0.000 claims description 8
- 239000004567 concrete Substances 0.000 claims description 6
- 238000005498 polishing Methods 0.000 claims description 6
- 238000005201 scrubbing Methods 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 3
- 239000011150 reinforced concrete Substances 0.000 abstract description 3
- 239000000463 material Substances 0.000 abstract description 2
- 238000005265 energy consumption Methods 0.000 abstract 1
- 238000011160 research Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The invention discloses a panel point structure of a steel-bamboo combined wall and a steel-bamboo combined floor slab. The panel point structure of the steel-bamboo combined wall and the steel-bamboo combined floor slab comprises the steel-bamboo combined wall and the steel-bamboo combined floor slab. The panel point structure of the steel-bamboo combined wall and the steel-bamboo combined floor slab is characterized in that the steel-bamboo combined wall is perpendicular to the steel-bamboo combined floor slab, steel angles are respectively arranged between the upper surface and the lower surface of the end of the steel-bamboo combined floor slab and the inner wall face of the steel-bamboo combined wall, connecting steel plates are arranged on the position, rightly faces the steel angles, on the outer wall face, the steel-bamboo combined floor slab is fixedly connected with the steel angles on the upper surface and the lower surface of the steel-bamboo combined floor slab through high-strength bolts, and the steel-bamboo combined wall is fixedly connected with the steel angles and the connecting steel plates through high-strength bolts. The panel point structure of the steel-bamboo combined wall and the steel-bamboo combined floor slab has the advantages that the panel point structure is connected through the steel angles, the connecting steel plates and the high-strength bolts, has good panel point connection effect and can obtain higher bearing capacity and stiffness with a small material utilization amount, namely, the energy consumption and self weight are lowered under the premise that the performance of bearing is guaranteed, besides, compared with a traditional reinforced concrete structure, the panel point structure of the steel-bamboo combined wall and the steel-bamboo combined floor slab is fast in construction, capable of achieving industrialized production and on-site assembly and construction and is high in industrialization degree.
Description
Technical field
The present invention relates to the node structure of a kind of wall and floor, particularly relate to node structure and the processing method thereof of a kind of steel bamboo assembled wall and steel bamboo composite floor.
Background technology
Node is the important tie in any architectural structure system, roofing, floor load being passed to smoothly basis, and, under the horizontal loads that the external force such as earthquake, typhoon causes, the key area that can node or load evenly transmit in the horizontal direction.Therefore, design of node decides the final force analysis model of total, node problems can be solved with holding water will directly have influence on the reliability of total design, and direct impact can be had on the construction quality of the progress of whole engineering, cost and whole engineering.
At present, in most of building system of China, the node of wall, floor and wall thereof and floor all adopts reinforced concrete structure, and its power consumption is high, and it is heavier to conduct oneself with dignity.
Prior art is compared, advantage of the present invention is because this node structure is connected by angle steel, junction steel plate, high-strength bolt, it has good node joint efficiency, higher bearing capacity and rigidity can be obtained with less material usage, under the prerequisite ensureing stress performance, power consumption and deadweight can be reduced; And compared with traditional reinforced concrete structure, its speed of application is fast, can realize factorial praluction, on-site consolidation is constructed, and industrialization degree is high; In addition, by the research to steel bamboo compound wall, floor connection structure, the foundation of steel bamboo combined structure system can be promoted further, realize combining structure studies integral structural system research from single component, thus make research have qualitative leap.
Summary of the invention
Under technical problem to be solved by this invention is to provide a kind of prerequisite ensureing stress performance, consume energy low, from the steel bamboo assembled wall of heavy and light and the node structure of steel bamboo composite floor and processing method thereof.
The present invention solves the problems of the technologies described above adopted technical scheme: the node structure of steel bamboo assembled wall and steel bamboo composite floor, comprise steel bamboo compound wall and steel bamboo composite floor, described steel bamboo compound wall is vertical with described steel bamboo composite floor to be arranged, the end of described steel bamboo composite floor upper, angle steel is respectively arranged with between the inner wall surface of soffit and described steel bamboo compound wall, the wall face of described steel bamboo compound wall is just provided with junction steel plate to the position of described angle steel, described steel bamboo composite floor be located thereon, between the angle steel of soffit, described steel bamboo compound wall and described angle steel, be fixedly connected with respectively by high-strength bolt between junction steel plate.
Described steel bamboo compound wall comprises body of wall and lower body of wall, and described upper body of wall is positioned at the top of the end of described steel bamboo composite floor, and described lower body of wall is positioned at the below of the end of described steel bamboo composite floor.
Described angle steel, the thickness of junction steel plate are all more than or equal to 8mm.
The node structure of steel bamboo assembled wall and steel bamboo composite floor, comprise steel bamboo compound wall and steel bamboo composite floor, described steel bamboo compound wall is vertical with described steel bamboo composite floor to be arranged, and the soffit of the end of described steel bamboo composite floor and the inner surface of described steel bamboo compound wall are hinged.
The soffit of the end of described steel bamboo composite floor is provided with the first steel plate, the upper surface of the end of described steel bamboo composite floor is just provided with the second steel plate to the position of the first described steel plate, described steel bamboo composite floor and the first described steel plate, be fixedly connected with by high-strength bolt between second steel plate, the inner wall surface of described steel bamboo compound wall is provided with the 3rd steel plate, the wall face of described steel bamboo compound wall is just provided with the 4th steel plate to the position of the 3rd described steel plate, described steel bamboo compound wall and the 3rd described steel plate, be fixedly connected with by high-strength bolt between 4th steel plate, the first described steel plate and the 3rd described steel plate are hinged by rotating shaft, the first described steel plate, second steel plate, the thickness of the 3rd steel plate and the 4th steel plate is all more than or equal to 8mm.
Described steel bamboo compound wall comprises profiled sheet and is fixedly bonded in described profiled sheet both sides and the first bamboo slab rubber paralleled, and is fixedly installed the first sealing bamboo slab rubber between the both ends of the first bamboo slab rubber described in two pieces.
Described steel bamboo compound wall comprises two pieces of first bamboo slab rubber be arranged in parallel, many are fixedly installed in the first C-type steel spaced apart by screw between the first bamboo slab rubber described in two pieces, the both sides of the first described C-type steel are fixedly bonded with the first auxiliary bamboo slab rubber, are fixedly installed the first sealing bamboo slab rubber between the both ends of the first bamboo slab rubber described in two pieces.
Described steel bamboo composite floor comprises two pieces of second bamboo slab rubber be arranged in parallel, many are fixedly installed in the second C-type steel spaced apart by screw between the second bamboo slab rubber described in two pieces, the both sides of the second described C-type steel are fixedly bonded with the second auxiliary bamboo slab rubber, are fixedly installed the second sealing bamboo slab rubber between the both ends of the second bamboo slab rubber described in two pieces.
A processing method for described steel bamboo assembled wall and the node structure of steel bamboo composite floor, comprises following concrete steps:
(1), according to the design size of steel bamboo compound wall and steel bamboo composite floor cut the first bamboo slab rubber, profiled sheet, the first sealing bamboo slab rubber, the second bamboo slab rubber, the second C-type steel, the second auxiliary bamboo slab rubber and the second sealing bamboo slab rubber respectively, and by the adhesive surface of the adhesive surface of profiled sheet, the second C-type steel and all bamboo slab rubber all with sander carry out polishing, glaze removal, scrubbing, dedusting;
(2), by the adhesive surface of the adhesive surface of profiled sheet and the first bamboo slab rubber with after alcohol wipe drying, spread upon on the adhesive surface of profiled sheet both sides with sqtructural adhesive-epoxy resin, glue-spread is 250 ~ 300g/m
2, then get two piece of first bamboo slab rubber paralleling binding in the both sides of profiled sheet, and fix with fixture and counterweight, after drying, get two piece of first sealing bamboo slab rubber and be fixedly mounted on tapping screw respectively between the both ends of two piece of first bamboo slab rubber, obtain steel bamboo compound wall;
(3), by the adhesive surface of the adhesive surface of the second bamboo slab rubber and the second C-type steel with after alcohol wipe drying, getting many second C-type steel is placed between two pieces of second bamboo slab rubber be arranged in parallel, and with tapping screw, the second C-type steel and the second bamboo slab rubber are fixed, then smearing structure bonding adhesive-epoxy resin on the adhesive surface of the second C-type steel both sides, glue-spread is 250 ~ 300g/m
2, the second auxiliary bamboo slab rubber is bonded in the both sides of the second C-type steel, finally gets two piece of second sealing bamboo slab rubber and be fixedly mounted on tapping screw respectively between the both ends of two piece of second bamboo slab rubber, obtain steel bamboo composite floor;
(4), get junction steel plate, and hole according to bolt quantity in advance on junction steel plate, according to the hole on junction steel plate, steel bamboo compound wall and angle steel are holed again, holed according to bolt quantity in the end of steel bamboo composite floor and angle steel simultaneously, then with high-strength bolt by the end of steel bamboo composite floor be located thereon, the angle steel of soffit is fixed connection, and place vertical with steel bamboo compound wall for steel bamboo composite floor, with high-strength bolt by steel bamboo compound wall and angle steel, junction steel plate is fixed connection, form the node structure of steel bamboo compound wall and steel bamboo composite floor.
A processing method for described steel bamboo assembled wall and the node structure of steel bamboo composite floor, comprises following concrete steps:
(1), according to the design size of steel bamboo compound wall and steel bamboo composite floor cut the first bamboo slab rubber, profiled sheet, the first sealing bamboo slab rubber, the second bamboo slab rubber, the second C-type steel, the second auxiliary bamboo slab rubber and the second sealing bamboo slab rubber respectively, and by the adhesive surface of the adhesive surface of profiled sheet, the second C-type steel and all bamboo slab rubber all with sander carry out polishing, glaze removal, scrubbing, dedusting;
(2), by the adhesive surface of the adhesive surface of profiled sheet and the first bamboo slab rubber with after alcohol wipe drying, spread upon on the adhesive surface of profiled sheet both sides with sqtructural adhesive-epoxy resin, glue-spread is 250 ~ 300g/m
2, then get two piece of first bamboo slab rubber paralleling binding in the both sides of profiled sheet, and fix with fixture and counterweight, after drying, get two piece of first sealing bamboo slab rubber and be fixedly mounted on tapping screw respectively between the both ends of two piece of first bamboo slab rubber, obtain steel bamboo compound wall;
(3), by the adhesive surface of the adhesive surface of the second bamboo slab rubber and the second C-type steel with after alcohol wipe drying, getting many second C-type steel is placed between two pieces of second bamboo slab rubber be arranged in parallel, and with tapping screw, the second C-type steel and the second bamboo slab rubber are fixed, then smearing structure bonding adhesive-epoxy resin on the adhesive surface of the second C-type steel both sides, glue-spread is 250 ~ 300g/m
2, the second auxiliary bamboo slab rubber is bonded in the both sides of the second C-type steel, finally gets two piece of second sealing bamboo slab rubber and be fixedly mounted on tapping screw respectively between the both ends of two piece of second bamboo slab rubber, obtain steel bamboo composite floor;
(4), get the first steel plate and the second steel plate, and by the first steel plate and the second steel plate respectively corresponding be placed on steel bamboo composite floor soffit and upper surface on, then according to bolt quantity simultaneously to the first steel plate, steel bamboo composite floor and the second steel plate are holed, and with high-strength bolt by the first steel plate, steel bamboo composite floor and the second steel plate are fixed connection, get the 3rd steel plate and the 4th steel plate, and by the 3rd steel plate and the 4th steel plate respectively corresponding be placed on steel bamboo compound wall inner wall surface and wall face on, then according to bolt quantity simultaneously to the 3rd steel plate, steel bamboo compound wall and the 4th steel plate are holed, and with high-strength bolt by the 3rd steel plate, steel bamboo compound wall and the 4th steel plate are fixed connection, place vertical with steel bamboo compound wall for steel bamboo composite floor again, both are made to be hinged one end rotating shaft series connection of one end of the first steel plate and the 3rd steel plate, form the node structure of steel bamboo compound wall and steel bamboo composite floor.
Accompanying drawing explanation
Fig. 1 is the structural representation of the embodiment of the present invention one;
Fig. 2 is the structural representation of the embodiment of the present invention two;
Fig. 3 is the structural representation of the embodiment of the present invention three;
Fig. 4 is one of cross-sectional plan view structure of steel bamboo compound wall of the present invention;
Fig. 5 is the cross-sectional plan view structure two of steel bamboo compound wall of the present invention;
Fig. 6 is the cross sectional representation of steel bamboo composite floor of the present invention.
Detailed description of the invention
Below in conjunction with accompanying drawing embodiment, the present invention is described in further detail.
Embodiment one: as shown in the figure, the node structure of steel bamboo assembled wall and steel bamboo composite floor, comprise steel bamboo compound wall 1 and steel bamboo composite floor 2, steel bamboo compound wall 1 is vertical with steel bamboo composite floor 2 to be arranged, the end of steel bamboo composite floor 2 upper, angle steel 3 is respectively arranged with between the inner wall surface of soffit and steel bamboo compound wall 1, the wall face of steel bamboo compound wall 1 is just provided with junction steel plate 4 to the position of angle steel 3, angle steel 3, the thickness of junction steel plate 4 is all more than or equal to 8mm, steel bamboo composite floor 2 be located thereon, between the angle steel 3 of soffit, steel bamboo compound wall 1 and angle steel 3, be fixedly connected with respectively by high-strength bolt 5 between junction steel plate 4, steel bamboo compound wall 1 comprises profiled sheet 11 and is fixedly bonded in profiled sheet 11 both sides and the first bamboo slab rubber 12 paralleled, the first sealing bamboo slab rubber 13 is fixedly installed between the both ends of two piece of first bamboo slab rubber 12, steel bamboo composite floor 2 comprises two pieces of second bamboo slab rubber 21 be arranged in parallel, many are fixedly installed in the second C-type steel 22 spaced apart by screw between two piece of second bamboo slab rubber 21, the both sides of the second C-type steel 22 are fixedly bonded with the second auxiliary bamboo slab rubber 23, the second sealing bamboo slab rubber 24 is fixedly installed between the both ends of two piece of second bamboo slab rubber 21.
To a processing method for the node structure of above-mentioned steel bamboo assembled wall and steel bamboo composite floor, comprise following concrete steps:
(1), according to the design size of steel bamboo compound wall 1 and steel bamboo composite floor 2 cut the first bamboo slab rubber 12 respectively, profiled sheet 11, first seal the auxiliary bamboo slab rubber 23 of bamboo slab rubber 13, second bamboo slab rubber 21, second C-type steel 22, second and the second sealing bamboo slab rubber 24, and by the adhesive surface of the adhesive surface of profiled sheet 11, second C-type steel 22 and all bamboo slab rubber all with sander carry out polishing, glaze removal, scrubbing, dedusting;
(2), by the adhesive surface of the adhesive surface of profiled sheet 11 and the first bamboo slab rubber 12 with after alcohol wipe drying, spread upon on the adhesive surface of profiled sheet 11 both sides with sqtructural adhesive-epoxy resin, glue-spread is 250 ~ 300g/m
2then get two piece of first bamboo slab rubber 12 paralleling binding in the both sides of profiled sheet 11, and fix, after drying with fixture and counterweight, get two piece of first sealing bamboo slab rubber 13 to be fixedly mounted on tapping screw respectively between the both ends of two piece of first bamboo slab rubber 12, obtain steel bamboo compound wall 1;
(3), by the adhesive surface of the adhesive surface of the second bamboo slab rubber 21 and the second C-type steel 22 with after alcohol wipe drying, getting many second C-type steel 22 is placed between two pieces of second bamboo slab rubber 21 be arranged in parallel, and with tapping screw, the second C-type steel 22 and the second bamboo slab rubber 21 are fixed, then smearing structure bonding adhesive-epoxy resin on the adhesive surface of the second C-type steel 22 both sides, glue-spread is 250 ~ 300g/m
2, the second auxiliary bamboo slab rubber 23 is bonded in the both sides of the second C-type steel 22, finally gets two piece of second sealing bamboo slab rubber 24 and be fixedly mounted on tapping screw respectively between the both ends of two piece of second bamboo slab rubber 21, obtain steel bamboo composite floor 2;
(4), get junction steel plate 4, and hole according to bolt quantity in advance on junction steel plate 4, according to the hole on junction steel plate 4, steel bamboo compound wall 1 and angle steel 3 are holed again, holed according to bolt quantity in the end of steel bamboo composite floor 2 and angle steel 3 simultaneously, then with high-strength bolt 5 by the end of steel bamboo composite floor 2 be located thereon, the angle steel 3 of soffit is fixed connection, and place vertical with steel bamboo compound wall 1 for steel bamboo composite floor 2, with high-strength bolt 5 by steel bamboo compound wall 1 and angle steel 3, junction steel plate 4 is fixed connection, form the node structure of steel bamboo compound wall 1 and steel bamboo composite floor 2.
Embodiment two: as shown in the figure, other structure is with embodiment one, difference is that steel bamboo compound wall 1 comprises body of wall 1-1 and lower body of wall 1-2, and upper body of wall 1-1 is positioned at the top of the end of steel bamboo composite floor 2, and lower body of wall 1-2 is positioned at the below of the end of steel bamboo composite floor 2.
Embodiment three: as shown in the figure, the node structure of steel bamboo assembled wall and steel bamboo composite floor, comprise steel bamboo compound wall 1 and steel bamboo composite floor 2, steel bamboo compound wall 1 is vertical with steel bamboo composite floor 2 to be arranged, the soffit of the end of steel bamboo composite floor 2 is provided with the first steel plate 6, the upper surface of the end of steel bamboo composite floor 2 is just provided with the second steel plate 7 to the position of the first steel plate 6, steel bamboo composite floor 2 and the first steel plate 6, be fixedly connected with by high-strength bolt 5 between second steel plate 7, the inner wall surface of steel bamboo compound wall 1 is provided with the 3rd steel plate 8, the wall face of steel bamboo compound wall 1 is just provided with the 4th steel plate 9 to the position of the 3rd steel plate 8, steel bamboo compound wall 1 and the 3rd steel plate 8, be fixedly connected with by high-strength bolt 5 between 4th steel plate 9, first steel plate 6 and the 3rd steel plate 8 are hinged by rotating shaft 61, first steel plate 6, second steel plate 7, the thickness of the 3rd steel plate 8 and the 4th steel plate 9 is all more than or equal to 8mm, steel bamboo compound wall 1 in the structure of steel bamboo compound wall 1 and steel bamboo composite floor 2 and embodiment one, the structure of steel bamboo composite floor 2 is identical.
A processing method for described steel bamboo assembled wall and the node structure of steel bamboo composite floor, comprises following concrete steps:
(1), according to the design size of steel bamboo compound wall 1 and steel bamboo composite floor 2 cut the first bamboo slab rubber 12 respectively, profiled sheet 11, first seal the auxiliary bamboo slab rubber 23 of bamboo slab rubber 13, second bamboo slab rubber 21, second C-type steel 22, second and the second sealing bamboo slab rubber 24, and by the adhesive surface of the adhesive surface of profiled sheet 11, second C-type steel 22 and all bamboo slab rubber all with sander carry out polishing, glaze removal, scrubbing, dedusting;
(2), by the adhesive surface of the adhesive surface of profiled sheet 11 and the first bamboo slab rubber 12 with after alcohol wipe drying, spread upon on the adhesive surface of profiled sheet 11 both sides with sqtructural adhesive-epoxy resin, glue-spread is 250 ~ 300g/m
2then get two piece of first bamboo slab rubber 12 paralleling binding in the both sides of profiled sheet 11, and fix, after drying with fixture and counterweight, get two piece of first sealing bamboo slab rubber 13 to be fixedly mounted on tapping screw respectively between the both ends of two piece of first bamboo slab rubber 12, obtain steel bamboo compound wall 1;
(3), by the adhesive surface of the adhesive surface of the second bamboo slab rubber 21 and the second C-type steel 22 with after alcohol wipe drying, getting many second C-type steel 22 is placed between two pieces of second bamboo slab rubber 21 be arranged in parallel, and with tapping screw, the second C-type steel 22 and the second bamboo slab rubber 21 are fixed, then smearing structure bonding adhesive-epoxy resin on the adhesive surface of the second C-type steel 22 both sides, glue-spread is 250 ~ 300g/m
2, the second auxiliary bamboo slab rubber 23 is bonded in the both sides of the second C-type steel 22, finally gets two piece of second sealing bamboo slab rubber 24 and be fixedly mounted on tapping screw respectively between the both ends of two piece of second bamboo slab rubber 21, obtain steel bamboo composite floor 2;
(4), get the first steel plate 6 and the second steel plate 7, and by the first steel plate 6 and the second steel plate 7 respectively corresponding be placed on steel bamboo composite floor 2 soffit and upper surface on, then according to bolt quantity simultaneously to the first steel plate 6, steel bamboo composite floor 2 and the second steel plate 7 are holed, and with high-strength bolt 5 by the first steel plate 6, steel bamboo composite floor 2 and the second steel plate 7 are fixed connection, get the 3rd steel plate 8 and the 4th steel plate 9, and by the 3rd steel plate 8 and the 4th steel plate 9 respectively corresponding be placed on steel bamboo compound wall 1 inner wall surface and wall face on, then according to bolt quantity simultaneously to the 3rd steel plate 8, steel bamboo compound wall 1 and the 4th steel plate 9 are holed, and with high-strength bolt 5 by the 3rd steel plate 8, steel bamboo compound wall 1 and the 4th steel plate 9 are fixed connection, place vertical with steel bamboo compound wall 1 for steel bamboo composite floor 2 again, both are made to be hinged one end rotating shaft 61 series connection of one end of the first steel plate 6 and the 3rd steel plate 8, form the node structure of steel bamboo compound wall 1 and steel bamboo composite floor 2.
In above-mentioned three embodiments, the structure of steel bamboo compound wall 1 can also be: comprise two pieces of first bamboo slab rubber 12 be arranged in parallel, many are fixedly installed in the first C-type steel 14 spaced apart by screw between two piece of first bamboo slab rubber 12, the first sealing bamboo slab rubber 13 is fixedly installed between the both ends that the both sides of the first C-type steel 14 are fixedly bonded with first auxiliary bamboo slab rubber 15, two piece of first bamboo slab rubber 12.
Claims (6)
1. the node structure of steel bamboo assembled wall and steel bamboo composite floor, comprise steel bamboo compound wall and steel bamboo composite floor, described steel bamboo compound wall is vertical with described steel bamboo composite floor to be arranged, the end of described steel bamboo composite floor upper, angle steel is respectively arranged with between the inner wall surface of soffit and described steel bamboo compound wall, the wall face of described steel bamboo compound wall is just provided with junction steel plate to the position of described angle steel, described steel bamboo composite floor be located thereon, between the angle steel of soffit, described steel bamboo compound wall and described angle steel, be fixedly connected with respectively by high-strength bolt between junction steel plate, it is characterized in that described steel bamboo compound wall comprises body of wall and lower body of wall, described upper body of wall is positioned at the top of the end of described steel bamboo composite floor, described lower body of wall is positioned at the below of the end of described steel bamboo composite floor, described steel bamboo compound wall comprises profiled sheet and is fixedly bonded in described profiled sheet both sides and the first bamboo slab rubber paralleled, the first sealing bamboo slab rubber is fixedly installed between the both ends of the first bamboo slab rubber described in two pieces.
2. the node structure of steel bamboo assembled wall as claimed in claim 1 and steel bamboo composite floor, is characterized in that described angle steel, the thickness of junction steel plate is all more than or equal to 8mm.
3. the node structure of steel bamboo assembled wall and steel bamboo composite floor, comprise steel bamboo compound wall and steel bamboo composite floor, it is characterized in that described steel bamboo compound wall is vertical with described steel bamboo composite floor to arrange, the soffit of the end of described steel bamboo composite floor and the inner surface of described steel bamboo compound wall are hinged, the soffit of the end of described steel bamboo composite floor is provided with the first steel plate, the upper surface of the end of described steel bamboo composite floor is just provided with the second steel plate to the position of the first described steel plate, described steel bamboo composite floor and the first described steel plate, be fixedly connected with by high-strength bolt between second steel plate, the inner wall surface of described steel bamboo compound wall is provided with the 3rd steel plate, the wall face of described steel bamboo compound wall is just provided with the 4th steel plate to the position of the 3rd described steel plate, described steel bamboo compound wall and the 3rd described steel plate, be fixedly connected with by high-strength bolt between 4th steel plate, the first described steel plate and the 3rd described steel plate are hinged by rotating shaft, the first described steel plate, second steel plate, the thickness of the 3rd steel plate and the 4th steel plate is all more than or equal to 8mm, described steel bamboo compound wall comprises profiled sheet and is fixedly bonded in described profiled sheet both sides and the first bamboo slab rubber paralleled, the first sealing bamboo slab rubber is fixedly installed between the both ends of the first bamboo slab rubber described in two pieces.
4. the node structure of the steel bamboo assembled wall as described in claim 1 or 3 and steel bamboo composite floor, it is characterized in that described steel bamboo composite floor comprises two pieces of second bamboo slab rubber be arranged in parallel, many are fixedly installed in the second C-type steel spaced apart by screw between the second bamboo slab rubber described in two pieces, the both sides of the second described C-type steel are fixedly bonded with the second auxiliary bamboo slab rubber, are fixedly installed the second sealing bamboo slab rubber between the both ends of the second bamboo slab rubber described in two pieces.
5. a processing method for the node structure of steel bamboo assembled wall as claimed in claim 4 and steel bamboo composite floor, is characterized in that comprising following concrete steps:
(1), according to the design size of steel bamboo compound wall and steel bamboo composite floor cut the first bamboo slab rubber, profiled sheet, the first sealing bamboo slab rubber, the second bamboo slab rubber, the second C-type steel, the second auxiliary bamboo slab rubber and the second sealing bamboo slab rubber respectively, and by the adhesive surface of the adhesive surface of profiled sheet, the second C-type steel and all bamboo slab rubber all with sander carry out polishing, glaze removal, scrubbing, dedusting;
(2), by the adhesive surface of the adhesive surface of profiled sheet and the first bamboo slab rubber with after alcohol wipe drying, spread upon on the adhesive surface of profiled sheet both sides with sqtructural adhesive-epoxy resin, glue-spread is 250 ~ 300g/m
2, then get two piece of first bamboo slab rubber paralleling binding in the both sides of profiled sheet, and fix with fixture and counterweight, after drying, get two piece of first sealing bamboo slab rubber and be fixedly mounted on tapping screw respectively between the both ends of two piece of first bamboo slab rubber, obtain steel bamboo compound wall;
(3), by the adhesive surface of the adhesive surface of the second bamboo slab rubber and the second C-type steel with after alcohol wipe drying, getting many second C-type steel is placed between two pieces of second bamboo slab rubber be arranged in parallel, and with tapping screw, the second C-type steel and the second bamboo slab rubber are fixed, then smearing structure bonding adhesive-epoxy resin on the adhesive surface of the second C-type steel both sides, glue-spread is 250 ~ 300g/m
2, the second auxiliary bamboo slab rubber is bonded in the both sides of the second C-type steel, finally gets two piece of second sealing bamboo slab rubber and be fixedly mounted on tapping screw respectively between the both ends of two piece of second bamboo slab rubber, obtain steel bamboo composite floor;
(4), get junction steel plate, and hole according to bolt quantity in advance on junction steel plate, according to the hole on junction steel plate, steel bamboo compound wall and angle steel are holed again, holed according to bolt quantity in the end of steel bamboo composite floor and angle steel simultaneously, then with high-strength bolt by the end of steel bamboo composite floor be located thereon, the angle steel of soffit is fixed connection, and place vertical with steel bamboo compound wall for steel bamboo composite floor, with high-strength bolt by steel bamboo compound wall and angle steel, junction steel plate is fixed connection, form the node structure of steel bamboo compound wall and steel bamboo composite floor.
6. a processing method for the node structure of steel bamboo assembled wall as claimed in claim 4 and steel bamboo composite floor, is characterized in that comprising following concrete steps:
(1), according to the design size of steel bamboo compound wall and steel bamboo composite floor cut the first bamboo slab rubber, profiled sheet, the first sealing bamboo slab rubber, the second bamboo slab rubber, the second C-type steel, the second auxiliary bamboo slab rubber and the second sealing bamboo slab rubber respectively, and by the adhesive surface of the adhesive surface of profiled sheet, the second C-type steel and all bamboo slab rubber all with sander carry out polishing, glaze removal, scrubbing, dedusting;
(2), by the adhesive surface of the adhesive surface of profiled sheet and the first bamboo slab rubber with after alcohol wipe drying, spread upon on the adhesive surface of profiled sheet both sides with sqtructural adhesive-epoxy resin, glue-spread is 250 ~ 300g/m
2, then get two piece of first bamboo slab rubber paralleling binding in the both sides of profiled sheet, and fix with fixture and counterweight, after drying, get two piece of first sealing bamboo slab rubber and be fixedly mounted on tapping screw respectively between the both ends of two piece of first bamboo slab rubber, obtain steel bamboo compound wall;
(3), by the adhesive surface of the adhesive surface of the second bamboo slab rubber and the second C-type steel with after alcohol wipe drying, getting many second C-type steel is placed between two pieces of second bamboo slab rubber be arranged in parallel, and with tapping screw, the second C-type steel and the second bamboo slab rubber are fixed, then smearing structure bonding adhesive-epoxy resin on the adhesive surface of the second C-type steel both sides, glue-spread is 250 ~ 300g/m
2, the second auxiliary bamboo slab rubber is bonded in the both sides of the second C-type steel, finally gets two piece of second sealing bamboo slab rubber and be fixedly mounted on tapping screw respectively between the both ends of two piece of second bamboo slab rubber, obtain steel bamboo composite floor;
(4), get the first steel plate and the second steel plate, and by the first steel plate and the second steel plate respectively corresponding be placed on steel bamboo composite floor soffit and upper surface on, then according to bolt quantity simultaneously to the first steel plate, steel bamboo composite floor and the second steel plate are holed, and with high-strength bolt by the first steel plate, steel bamboo composite floor and the second steel plate are fixed connection, get the 3rd steel plate and the 4th steel plate, and by the 3rd steel plate and the 4th steel plate respectively corresponding be placed on steel bamboo compound wall inner wall surface and wall face on, then according to bolt quantity simultaneously to the 3rd steel plate, steel bamboo compound wall and the 4th steel plate are holed, and with high-strength bolt by the 3rd steel plate, steel bamboo compound wall and the 4th steel plate are fixed connection, place vertical with steel bamboo compound wall for steel bamboo composite floor again, both are made to be hinged one end rotating shaft series connection of one end of the first steel plate and the 3rd steel plate, form the node structure of steel bamboo compound wall and steel bamboo composite floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
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| CN104278753A (en) * | 2013-07-04 | 2015-01-14 | 常州市月仙冷藏设备有限公司 | Connecting structure for common roof and wall board of refrigeration house |
| CN103498509A (en) * | 2013-09-25 | 2014-01-08 | 张跃 | Steel structure combined column system and connecting method thereof |
| CN103790271B (en) * | 2014-01-26 | 2016-02-24 | 宁波大学 | The syndeton of steel bamboo composite floor and reinforced concrete beam and processing method |
| CN106436966A (en) * | 2016-12-08 | 2017-02-22 | 四川华构住宅工业有限公司 | Wall transverse full-dry type connection structure based on assembled type building wall and assembly method of wall transverse full-dry type connection structure |
| CN111576613A (en) * | 2020-05-21 | 2020-08-25 | 山东弘宜装配式建筑科技有限公司 | Fabricated concrete building and installation method thereof |
| CN115324373A (en) * | 2022-08-08 | 2022-11-11 | 甘肃建投建设有限公司 | Method for reinforcing steel roof truss and reinforced concrete column joint in existing building |
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| CN201261922Y (en) * | 2008-07-15 | 2009-06-24 | 柳俊哲 | Steel bamboo or steel wood composite floor |
| CN101775863B (en) * | 2009-06-03 | 2012-03-21 | 柳俊哲 | Box type steel-bamboo or steel-wood composite floor slab |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| US5680738A (en) * | 1995-04-11 | 1997-10-28 | Seismic Structural Design Associates, Inc. | Steel frame stress reduction connection |
| CN201535015U (en) * | 2009-07-31 | 2010-07-28 | 宝山钢铁股份有限公司 | Connecting node of outer sleeve-type square and rectangular steel pipe column and H-shaped steel beam |
| CN201554121U (en) * | 2009-07-31 | 2010-08-18 | 宝山钢铁股份有限公司 | Connection joint of inner sleeve squared rectangular steel pipe column and H-shaped steel beam |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN201261922Y (en) * | 2008-07-15 | 2009-06-24 | 柳俊哲 | Steel bamboo or steel wood composite floor |
| CN101775863B (en) * | 2009-06-03 | 2012-03-21 | 柳俊哲 | Box type steel-bamboo or steel-wood composite floor slab |
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Inventor after: Li Yushun Inventor after: Jiang Tianyuan Inventor after: Shan Wei Inventor after: Du Yongfei Inventor after: Hu Guifen Inventor after: Guo Jun Inventor after: Huang Junguo Inventor before: Li Yushun Inventor before: Jiang Tianyuan Inventor before: Shan Wei Inventor before: Du Yongfei Inventor before: Guo Jun Inventor before: Huang Junguo |
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