CN206737132U - A kind of interlayer attachment structure of fabricated structure - Google Patents

A kind of interlayer attachment structure of fabricated structure Download PDF

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Publication number
CN206737132U
CN206737132U CN201720288770.XU CN201720288770U CN206737132U CN 206737132 U CN206737132 U CN 206737132U CN 201720288770 U CN201720288770 U CN 201720288770U CN 206737132 U CN206737132 U CN 206737132U
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China
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steel
unit
welded
billet
understructure
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海蓉爱亨
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Biomedy Ltd
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Biomedy Ltd
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Abstract

The utility model discloses a kind of interlayer attachment structure of fabricated structure, including superstructure unit, understructure unit, four base angles of the superstructure unit and four drift angles of understructure unit take flexible connection, the top margin of the superstructure unit base and understructure unit is steel construction, the base angle of the superstructure unit is welded with billet one, the drift angle of the understructure unit is welded with steel plate, junction steel plate is provided between the billet one and steel plate, the junction steel plate is welded with billet one and steel plate respectively.The utility model has the advantages that superstructure unit and understructure unit realize flexible connection by the connecting plate being welded between billet one and steel plate, junction is not easy to destroy in the presence of the horizontal force of iterative cycles.

Description

A kind of interlayer attachment structure of fabricated structure
Technical field
It the utility model is related to construction engineering technical field, and in particular to a kind of interlayer connection knot of fabricated structure Structure.
Background technology
With the development of modern industrial technology, building house can be manufactured in batch completely as machine production, as long as Prefabricated house component, transport to assemble in site get up just into.Assembled architecture refers to be filled in building site with prefabricated component With into building, be that construction speed is fast the advantages of this building, climate conditionality is small, saves labour and can improve and builds Build quality.
At present, interlayer connection during existing fabricated structure unit installation, uses and is rigidly connected, such as take mostly Concrete carries out the measure of pouring etc., and this rigid connection structure between each layer of building is in the horizontal force action of iterative cycles Easily destroy down, make the connection between layers of building insecure, very big potential safety hazard is brought to user.
Utility model content
Purpose of utility model:In view of the above-mentioned problems, the purpose of this utility model is to provide a kind of layer of fabricated structure Between attachment structure, effectively solve under the horizontal force action of iterative cycles to go out between each layer of existing fabricated structure Existing drawknot problem.
Above-mentioned purpose of the present utility model is achieved through the following technical solutions:A kind of interlayer of fabricated structure connects Binding structure, including superstructure unit, understructure unit, four base angles of the superstructure unit and understructure unit Four drift angles take flexible connection, the top margin of the superstructure unit base and understructure unit is steel construction, institute The base angle for stating superstructure unit is welded with billet one, and the drift angle of the understructure unit is welded with steel plate, the billet one Junction steel plate is provided between steel plate, the junction steel plate is welded with billet one and steel plate respectively.
By using above-mentioned technical proposal, because the base of superstructure unit and the top margin of understructure unit are steel Structure, therefore billet one and steel plate can be respectively welded at the base angle of superstructure unit and the drift angle of understructure unit On, superstructure unit and understructure unit realize flexible connect by the connecting plate being welded between billet one and steel plate Connect, junction is not easy to destroy in the presence of the horizontal force of iterative cycles.
Further, what is be spaced on the base of the superstructure unit is welded with billet two, the understructure unit What is be spaced on top margin is welded with steel cushion block, and the billet two and steel cushion block are corresponding.
By using above-mentioned technical proposal, the billet two and steel cushion block are superstructure unit and understructure unit Connection provide support, make the connection between superstructure unit and understructure unit more stable.
Further, the base of the superstructure unit is channel-section steel, and the channel-section steel is embedded on floor, the channel-section steel Bottom is located at the side of floor, and the side of the channel-section steel is located at the both sides up and down of floor.
By using above-mentioned technical proposal, the side up and down and side outwardly of the floor of superstructure unit are steel Structure, the corner of floor are spliced by two neighboring channel-section steel, the wall of channel-section steel side upward and superstructure unit It is attached, side directed downwardly is welded with billet two, and the bottom surface in floor corner and billet one are welded.
Further, the top margin of the understructure unit is angle steel one, and the angle steel one is embedded on wall, the angle The side of steel one is located at the top surface of wall, and opposite side is located at the side of wall.
By using above-mentioned technical proposal, the framework of understructure unit is surrounded by four sides wall, and angle steel one is embedded in wall The top of body, connected by steel plate between the angle steel one of two adjacent surfaces wall.
Further, the vertical side of the wall of the understructure unit is embedded with square steel tube, the top of the square steel tube Mutually welded with angle steel one in portion.
By using above-mentioned technical proposal, the wall of understructure unit carries out reinforcing support by square steel tube, makes wall With preferable weight capacity.
Further, wall described in two sides is welded together by angle steel two, and the angle steel two is located at two adjacent surfaces wall Between square steel tube, the square steel tube of the both sides of the angle steel two respectively with two sides wall welds together.
By using above-mentioned technical proposal, the connected two sides wall of understructure unit is by being welded on the side of two sides wall Angle steel two between steel pipe realizes flexible connection, makes the attachment structure of wall be not easy to be destroyed.
Beneficial effect:Compared with prior art, the utility model has the advantages that superstructure unit and understructure unit Flexible connection is realized by the connecting plate being welded between billet one and steel plate, connected in the presence of the horizontal force of iterative cycles The place of connecing is not easy to destroy;The base of superstructure unit and understructure unit is welded with mutually corresponding billet two respectively With steel cushion block, the connection for superstructure unit and understructure unit provides support, makes superstructure unit and understructure Connection between unit is more stable.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the corner structure schematic diagram that levels have a construction unit;
Fig. 3 is the attachment structure schematic diagram of two construction units in Fig. 2;
Fig. 4 is the corner structure schematic diagram that levels have two construction units;
Fig. 5 is the attachment structure schematic diagram of four construction units in Fig. 4;
Fig. 6 is the corner structure schematic diagram for having up and down three construction units;
Fig. 7 is the structural representation of six construction units in Fig. 6;
In figure, 1, superstructure unit;11st, channel-section steel;12nd, floor;2nd, understructure unit;21st, angle steel one;22nd, wall; 23rd, square steel tube;3rd, billet one;4th, steel plate;5th, junction steel plate;6th, billet two;7th, steel cushion block;8th, angle steel two.
Embodiment
Below in conjunction with the accompanying drawings and specific embodiment, the utility model is furtherd elucidate, it should be understood that these embodiments are only used for Illustrate the utility model rather than limitation the scope of the utility model, after the utility model has been read, art technology Modification of the personnel to the various equivalent form of values of the present utility model falls within the application appended claims limited range.
The interlayer attachment structure of a kind of fabricated structure, as shown in figure 1, including superstructure unit 1, understructure list Member 2, channel-section steel 11 is embedded with the side of the floor 12 of superstructure unit 1, the bottom of channel-section steel 11 is located at the side of floor 12, groove Two sides of steel 11 are located at the both sides up and down of floor 12 respectively, and the bottom at the base angle of superstructure unit 1 is adjacent by two Channel-section steel 11 is spliced, and the side upward of channel-section steel 11 and wall 22 connect, and side interval directed downwardly is welded with billet 26, on The base angle of Rotating fields unit 1 is welded with billet 1;The framework of understructure unit 2 is surrounded by wall 22, the vertical side of wall 22 Side is provided with square steel tube 23, and the top surface of wall 22 is provided with angle steel 1, and the side of angle steel 1 is located at the top surface opposite side of wall 22 Positioned at the side of wall 22, the top of the drift angle of understructure unit 2 is spliced by two neighboring angle steel 1, angle steel 1 Mutually welded with square steel tube 23, two adjacent surfaces wall 22 is linked together by angle steel 28, and the side interval of angle steel upward is welded with Steel cushion block 7, the position of steel cushion block 7 and billet 1 are adapted, and steel plate 4 is welded with the drift angle of understructure unit 2;Tie on upper strata Between structure unit 1 and the billet 1 and steel plate 4 of understructure unit 2 place one piece of junction steel plate 5, junction steel plate 5 respectively with Billet 1 mutually welds with steel plate 4.
When upper and lower double-layer structure unit is attached, as shown in Figures 2 and 3, steel plate 4 is first welded on understructure list The vertex of member 2, what steel cushion block 7 was spaced is welded on the side of angle steel upward, and junction steel plate 5 is then placed on understructure unit Welded on 2 steel plate 4 and by itself and steel plate 4, then billet 1 is welded on the base angle of superstructure unit 1, in channel-section steel The welding billet 26 at 11 side intervals directed downwardly, superstructure unit 1 is placed on into the top of understructure unit 2 makes billet One 3 on junction steel plate 5, and billet 26 is located at the surface of steel cushion block 7, finally by junction steel plate 5 and billet 1 Weld together.
When levels have two construction units, steel plate 4 as shown in Figure 4 and Figure 5, is first welded on lower floor by connection The corner of construction unit 2, what steel cushion block 7 was spaced is welded on the side of angle steel upward, and two understructure units 2 are placed adjacent Two understructure units 2 is located along the same line, then junction steel plate 5 is placed on to the steel plate 4 of two understructure units 2 On, and junction steel plate 5 is welded with two steel plates 4 respectively, junction steel plate 5 is rectangle and just covers two steel plates 4, The welding billet 1 on the base angle of superstructure unit 1 again, the welding billet 26 at the side interval directed downwardly of channel-section steel 11, Two superstructure units 1 are individually positioned in the top of corresponding understructure unit 2 makes billet 1 be located at junction steel plate On 5, billet 26 is located at the surface of steel cushion block 7, finally welds together junction steel plate 5 and billet 1.
When levels have three construction units, three top corner parts as shown in Figure 6 and Figure 7, are first welded with by connection The steel plate 4 and understructure unit 2 for being welded with steel cushion block 7 at top margin interval is placed adjacent, a top of each understructure unit 2 Angle and two other construction unit a drift angle it is adjacent, and the form right angle shape of steel plate 4 of vertex, then by junction steel plate 5 It is placed on three steel plates 4, and junction steel plate 5 is welded on three steel plates 4, junction steel plate 5 is square and just covered Three steel plates 4 of lid, are finally welded with billet 1 by bottom comer, three upper stratas for being welded with billet 26 knot being spaced on channel-section steel 11 Structure unit 1 is individually positioned in the top of corresponding understructure unit 2, billet 1 is located at the top of junction steel plate 5, steel Backing plate 26 is located at the surface of steel cushion block 7, and junction steel plate 5 and three billets 1 are welded together.

Claims (6)

  1. A kind of 1. interlayer attachment structure of fabricated structure, it is characterised in that:Including superstructure unit (1), understructure Unit (2), four base angles of the superstructure unit (1) and four drift angles of understructure unit (2) take flexible connection, The top margin of superstructure unit (1) base and understructure unit (2) is steel construction, the superstructure unit (1) Base angle be welded with billet one (3), the drift angle of the understructure unit (2) is welded with steel plate (4), the billet one (3) and Junction steel plate (5) is provided between steel plate (4), the junction steel plate (5) is welded with billet one (3) and steel plate (4) respectively.
  2. A kind of 2. interlayer attachment structure of fabricated structure according to claim 1, it is characterised in that:The upper strata knot What is be spaced on the base of structure unit (1) is welded with billet two (6), and what is be spaced on the top margin of the understructure unit (2) is welded with Steel cushion block (7), the billet two (6) and steel cushion block (7) are corresponding.
  3. A kind of 3. interlayer attachment structure of fabricated structure according to claim 1, it is characterised in that:The upper strata knot The base of structure unit (1) is channel-section steel (11), and the channel-section steel (11) is embedded on floor (12), and the bottom of the channel-section steel (11) is located at The side of floor (12), the side of the channel-section steel (11) are located at the both sides up and down of floor (12).
  4. A kind of 4. interlayer attachment structure of fabricated structure according to claim 1, it is characterised in that:Lower floor's knot The top margin of structure unit (2) is angle steel one (21), and the angle steel one (21) is embedded on wall (22), the one of the angle steel one (21) Side is located at the top surface of wall (22), and opposite side is located at the side of wall (22).
  5. A kind of 5. interlayer attachment structure of fabricated structure according to claim 4, it is characterised in that:Lower floor's knot The vertical side of the wall (22) of structure unit (2) is embedded with square steel tube (23), the top of the square steel tube (23) and angle steel one (21) mutually weld.
  6. A kind of 6. interlayer attachment structure of fabricated structure according to claim 5, it is characterised in that:Wall described in two sides Body (22) is welded together by angle steel two (8), the angle steel two (8) be located at two adjacent surfaces wall (22) square steel tube (23) it Between, the square steel tube (23) of the both sides of the angle steel two (8) respectively with two sides wall (22) welds together.
CN201720288770.XU 2017-03-23 2017-03-23 A kind of interlayer attachment structure of fabricated structure Active CN206737132U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720288770.XU CN206737132U (en) 2017-03-23 2017-03-23 A kind of interlayer attachment structure of fabricated structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720288770.XU CN206737132U (en) 2017-03-23 2017-03-23 A kind of interlayer attachment structure of fabricated structure

Publications (1)

Publication Number Publication Date
CN206737132U true CN206737132U (en) 2017-12-12

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Country Status (1)

Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107989172A (en) * 2017-12-28 2018-05-04 河北卓秋实业有限公司 Corner fittings connects light body plate structure house

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107989172A (en) * 2017-12-28 2018-05-04 河北卓秋实业有限公司 Corner fittings connects light body plate structure house

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