CN104912232A - Assembly-type special-shaped composite wall made by thin-walled cold-formed steel - Google Patents

Assembly-type special-shaped composite wall made by thin-walled cold-formed steel Download PDF

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Publication number
CN104912232A
CN104912232A CN201510370253.2A CN201510370253A CN104912232A CN 104912232 A CN104912232 A CN 104912232A CN 201510370253 A CN201510370253 A CN 201510370253A CN 104912232 A CN104912232 A CN 104912232A
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shaped
type
connector
steel
horizontal edge
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CN201510370253.2A
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CN104912232B (en
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闫维明
申彤
谢志强
宋琳琳
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北京工业大学
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Abstract

Provided is an assembly-type special-shaped composite wall made by thin-walled cold-formed steel. The assembly-type special-shaped composite wall is divided into three kinds including an L shape, a T shape and a cross shape. M-shaped horizontal edge members are connected with M-shaped vertical edge members by means of U-shaped connecting pieces. The M-shaped horizontal edge members are connected with a square steel tube by means of C-shaped connecting pieces. Due to the fact that different special-shaped middle frames are made by different positions of the C-shaped connecting pieces and the horizontal edge members are connected with the vertical edge members and the square steel tube by means of self-tapping screws, the special-shaped wall can bear horizontal load and vertical load at the same time. Displacement of a wall on the other side is restricted by the spatial torsional effect of the special-shaped wall so that the overall stability of the special-shaped wall is improved. The assembly-type special-shaped composite wall made by thin-walled cold-formed steel has following advantages: the assembly-type special-shaped composite wall is low in weight, high in bearing capability and production efficiency, great in assembly degree and low in cost and is endurable, sound-insulating, water-tolerant and is resistance to cracks and impact; and a connection mode of the assembly-type special-shaped composite wall is rapid in speed of construction and installation and low in installation cost and does require no scaffold.

Description

Assembling abnormity light gauge cold-formed steel shape combined wall

Technical field

The present invention relates to novel fabricated abnormity light gauge cold-formed steel shape combined wall, have L-type, T-shaped and cross three kinds of forms, belong to technical field of structural engineering.

Technical background

System of steel residential structure has become the development trend of nowadays China's housing industry, and different steel house exterior wall is mainly connected with connector and steel frame by steel tie, bolt.Wall body node is position comparatively crucial in steel house, and its performance quality directly affects the rigidity of structural system, stability and supporting capacity.If the switching performance between filled wall and steel frame is good, body of wall and framework can co-operation, are obvious on impacts such as structural-load-carrying capacities.If during earthquake, wall body node position is destroyed, and can make that wallboard comes off, slump cause serious secondary disaster.The quantitative study of the domestic position of joints for body of wall is also few at present, can't form unified design of node standard.And the connector mainly for body of wall in most research designs, still there is a certain distance to the modularization of integral wall.In order to improve the modularization of body of wall and increase the overall performance of body of wall, the assembling abnormity combined wall inventing a kind of applicable diverse location has great engineering significance to assembled-type house structure, it not only has, and special-shaped body of wall is outstanding in indoor does not take architectural space, the advantage such as both artistic and practical, also maintains the superiority such as assembling special-shaped wall body structure good integrity, bearing capacity are high.

Summary of the invention

The present invention proposes novel fabricated abnormity light gauge cold-formed steel shape combined wall, its objective is and be to weld with C type connector the resistance to overturning that formation entirety is used for improving wall body node by square steel pipe, different special-shaped body of wall intermedium framves is produced in position due to different C type connector, by tapping screw, horizontal edge component and vertical edges component and square steel pipe are connected to one again, make special-shaped body of wall can bear horizontal loading and vertical load simultaneously, again because its space torsional effect constrains the displacement of opposite side body of wall, enhance the resistance to overturning of special-shaped body of wall.And this assembling abnormity light gauge cold-formed steel shape combined wall can be implemented in factory process, and the scene transported to is connected with edge member and square steel pipe with tapping screw with high-strength bolt, can realize industrialization and modularization, reduces the duration, cost-saving.

Technical scheme of the present invention is as follows,

Assembling abnormity light gauge cold-formed steel shape composite wall, this composite wall comprises square steel pipe (1), the vertical edge member of M shaped steel (2), M shaped steel horizontal edge component (3), U-shaped connector (4), C type connector (5), diagonal brace (6), high-strength bolt (7), tapping screw (8); M type horizontal edge component (3) is connected with the U-shaped connector (4) of the vertical edge member of M type (2) by end, and M type horizontal edge component (3) is connected with the C type connector (5) of square steel pipe (1) by end.

M type horizontal edge component (3), the vertical edge member of M type (2), U-shaped connector (4), C type connector (5) are provided with bolt hole in advance.

U-shaped connector (4) is connected by tapping screw (8) with the vertical edge member of M type (2), M type horizontal edge component (3), and the spacing of tapping screw (8) is not more than 30mm.

C type connector (5) adopts three weld all arounds on square steel pipe (1) after cutting, C type connector (5) is connected with M type horizontal edge component (3) by tapping screw (8), and the spacing of tapping screw (8) is less than or equal to 25mm.

Diagonal brace (6) side is inserted in M shaped steel horizontal edge component (3), is carried out the connection of C type connector (5) and square steel pipe (1) by tapping screw (8); Diagonal brace (6) opposite side inserts in M type vertical edges component (2), with tapping screw (8), diagonal brace (6) is fixed in the vertical edge member of M shaped steel (2).

(1) leaves bolt hole for U-shaped connector (4), M type vertical edges component (2), square steel pipe, and U-shaped connector (4), M type vertical edges component (2) are connected with square steel pipe (1) by high-strength bolt (7) by two bodies of wall.

Square steel pipe (1), the vertical edge member of M shaped steel (2), M shaped steel horizontal edge component (3), U-shaped connector (4), C type connector (5), diagonal brace (6), high-strength bolt (7), tapping screw (8) have connected composition wall frame structure;

Foam cement core (9) is filled in the middle of wall frame structure, and the material of foam cement core (9) is mixed uniformly foam cement slurry and blowing agent.

Lay the two-way middle distance 50 of reinforced mesh φ 4 or the paper muscle of the anti-cracking resistance of one deck in self-leveling cement surface layer (10), cement surface layer is made up of two-layer cement mortar, and the cement of first floor cement mortar and the match ratio of sand are 1:2; The cement of second layer cement mortar and the match ratio of sand are 1:3; The Thickness Ratio of first floor cement mortar and second layer cement mortar is 1:4; Large area is whitewashed to smear with water and is rubbed with the hands flat, and press polish smeared by small size or stitch iron, and after solidification, self-leveling cement surface layer (10) is bonding firmly with foam cement core (9).

The wall thickness of M type vertical edges component (2), M type horizontal edge component (3), U-shaped connector (4), square steel pipe (1) is the light gauge cold-formed steel shape of 1.5mm-3mm, and intensity is Q235 etc.

The model of high-strength bolt (7) is M12 or M16.

Square steel pipe (1), the vertical edge member of M type (2) and M type horizontal edge component (3), U-shaped connector (4), C type connector (5) and diagonal brace (6) all adopt the thick light gauge cold-formed steel shape of 2mm.

Assembling abnormity light gauge cold-formed steel shape combined wall is divided into L-type, T-shaped and cross three kinds of form of structure.

The present invention promotes based on the improvement of traditional light gauge cold-formed steel shape assembled wall, and advantage of the present invention is in contrast:

1, assembling abnormity combined wall is combined by the C type connector of square steel pipe and different welding position, the body of wall in abnormity combined wall transverse and longitudinal direction is an entirety, its space torsional effect can limit the bulk deformation of body of wall, improves the supporting capacity of integral wall module.

2, vertical, horizontal edge component adopts M shaped steel, not only can make full use of the supporting capacity that its cross section property provides higher, and its cross sectional shape and connector can be utilized to fasten, and formation horizontal member is connected with effective between square steel pipe.

3, the self-leveling cement surface layer of special-shaped wall surface, steel mesh reinforcement wherein or paper muscle not only more can improve horizontal shear strength, cracking resistance, the shock resistance of body of wall, should first clear up before floated coat, remove the greasy dirt of template, the building adhesive of 5%-10% in floated coat, can be added for increasing substrate surface globality.

4, special-shaped wall module is when actual production, each component is formed by factory process completely according to modulated dimension, first C type connector is welded on square steel pipe, L, T and cross special-shaped combined wall respectively C type connector be welded on square steel pipe adjacent two sections, three and four sides on, the connection of C type connector and M type horizontal edge component is carried out again by tapping screw, the side of diagonal brace is inserted in horizontal edge component, after fixing position; The connection of U-shaped connector and M type vertical edges component is carried out by tapping screw, the other side of diagonal brace is made to insert in M type vertical edges component, with tapping screw, diagonal brace is fixed in level and vertical edges component, last filling-foam concrete and plastering, all processes is made in advance in factory, production efficiency significant increase, saves a large amount of labour costs, reduces overall cost.

5, the assembling abnormity combined wall of three kinds of forms meets the needs of different standard width of a room in an old-style house diverse location, it is advantageous that ensure building attractive in appearance succinct while, special-shaped body of wall can be made can to bear horizontal loading and vertical load simultaneously, again because its space torsional effect constrains the displacement of opposite side body of wall, its firmly wall body node enhance the resistance to overturning of special-shaped body of wall.

Accompanying drawing explanation

Fig. 1 is L-type assembling light gauge cold-formed steel shape combined wall schematic diagram.

Fig. 2 is T-shaped assembling light gauge cold-formed steel shape combined wall schematic diagram.

Fig. 3 is cross assembling light gauge cold-formed steel shape combined wall schematic diagram.

Fig. 4 is connected node schematic diagram.

Fig. 5 is connected node plan view.

Fig. 6 is L-type combined wall square steel pipe and C type connector connection diagram.

Fig. 7 is T-shaped combined wall square steel pipe and C type connector connection diagram.

Fig. 8 is cross combined wall square steel pipe and C type connector connection diagram.

Fig. 9 is that L-type combined wall square steel pipe is connected detail drawing with C type connector.

Figure 10 is that T-shaped combined wall square steel pipe is connected detail drawing with C type connector.

Figure 11 is that cross combined wall square steel pipe is connected detail drawing with C type connector.

Figure 12 is L-type assembling light gauge cold-formed steel shape combined wall elevation.

Figure 13 is L-type assembling light gauge cold-formed steel shape combined wall connection detail.

Figure 14 is L-type assembling light gauge cold-formed steel shape combined wall sectional drawing.

Figure 15 is T-shaped and cross type assembling light gauge cold-formed steel shape combined wall elevation.

Figure 16 is T-shaped assembling light gauge cold-formed steel shape combined wall sectional drawing.

Figure 17 is T-shaped assembling light gauge cold-formed steel shape combined wall connection detail.

Figure 18 is cross type assembling light gauge cold-formed steel shape combined wall sectional drawing.

Figure 19 is cross type assembling light gauge cold-formed steel shape combined wall connection detail.

Figure 20 connects detail drawing between body of wall.

Figure 21 is U-shaped connector schematic diagram.

Figure 22 is C type connector schematic diagram.

In figure: 1-square steel pipe, the vertical edge member of 2-M shaped steel, 3-M shaped steel horizontal edge component, 4-U type connector, 5-C type connector, 6-diagonal brace, 7-high-strength bolt, 8-tapping screw, 9-foam cement core, 10-self-leveling cement surface layer.

Detailed description of the invention

Preferred forms of the present invention is described in detail below in conjunction with technical scheme and accompanying drawing.

Manufacturing of modular assembly formula abnormity light gauge cold-formed steel shape combined wall:

During concrete enforcement, the good square steel pipe (1) of modular dimension blanking of modular assembly formula combined wall first according to actual needs and C type connector (5), different according to C type connector (5) and square steel pipe (1) welding position, as accompanying drawing 6, 7, the form of 8, pre-welding is carried out in factory, form L-type, T-shaped, the square steel pipe (1) of cross special-shaped combined wall and C type connector (5), the connection of C type connector (5) and M type horizontal edge component (3) is carried out again by tapping screw, the side of diagonal brace (6) is inserted in M shaped steel horizontal edge component (3), after fixing position, the connection of U-shaped connector (4) and M type vertical edges component (2) is carried out by tapping screw (8), the other side of diagonal brace (6) is made to insert in M type vertical edges component (2), with tapping screw (8), diagonal brace (6) is fixed in M shaped steel vertical edges component (2), then with reference to the accompanying drawings 4, the connected mode tapping screw (8) of accompanying drawing 5 and high-strength bolt (7) carry out being connected to form combined wall framework and form accompanying drawing 1,2,3 form,

After connecting light gauge cold-formed steel shape steel frame, pour in combined wall framework after foam cement slurry and blowing agent Homogeneous phase mixing by a certain percentage, foam cement core (9) is formed by leveling, foaming and intumescing, until after foam cement core (9) sclerosis, demoulding stripping.

Until after foamed core material sclerosis, one deck 8mm-10mm self-leveling cement surface layer (10) is built on surface, in self-leveling cement surface layer (10), lay the two-way middle distance 50 of reinforced mesh φ 4 or the paper muscle of the anti-cracking resistance of one deck.Cement surface layer is made up of two-layer cement mortar, and the cement of first floor cement mortar and the match ratio of sand are 1:2; The cement of second layer cement mortar and the match ratio of sand are 1:3; The Thickness Ratio of first floor cement mortar and second layer cement mortar is 1:4; Large area is whitewashed to smear with water and is rubbed with the hands flat, and press polish smeared by small size or stitch iron, and after solidification, self-leveling cement surface layer (10) is bonding firmly with foam cement core (9).

L-type, T-shaped and cross special-shaped combined wall way can be made into modular assembly formula abnormity light gauge cold-formed steel shape combined wall as mentioned above.

Claims (7)

1. assembling abnormity light gauge cold-formed steel shape composite wall, is characterized in that: this composite wall comprises square steel pipe (1), the vertical edge member of M shaped steel (2), M shaped steel horizontal edge component (3), U-shaped connector (4), C type connector (5), diagonal brace (6), high-strength bolt (7), tapping screw (8); M type horizontal edge component (3) is connected with the U-shaped connector (4) of the vertical edge member of M type (2) by end, and M type horizontal edge component (3) is connected with the C type connector (5) of square steel pipe (1) by end;
M type horizontal edge component (3), the vertical edge member of M type (2), U-shaped connector (4), C type connector (5) are provided with bolt hole in advance;
U-shaped connector (4) is connected by tapping screw (8) with the vertical edge member of M type (2), M type horizontal edge component (3), and the spacing of tapping screw (8) is greater than 30mm;
C type connector (5) adopts three weld all arounds on square steel pipe (1) after cutting, C type connector (5) is connected with M type horizontal edge component (3) by tapping screw (8), and the spacing of tapping screw (8) is less than or equal to 25mm;
Diagonal brace (6) side is inserted in M shaped steel horizontal edge component (3), is carried out the connection of C type connector (5) and square steel pipe (1) by tapping screw (8); Diagonal brace (6) opposite side inserts in M type vertical edges component (2), with tapping screw (8), diagonal brace (6) is fixed in the vertical edge member of M shaped steel (2);
(1) leaves bolt hole for U-shaped connector (4), M type vertical edges component (2), square steel pipe, and U-shaped connector (4), M type vertical edges component (2) are connected with square steel pipe (1) by high-strength bolt (7) by two bodies of wall;
Square steel pipe (1), the vertical edge member of M shaped steel (2), M shaped steel horizontal edge component (3), U-shaped connector (4), C type connector (5), diagonal brace (6), high-strength bolt (7), tapping screw (8) have connected composition wall frame structure.
2. assembling abnormity light gauge cold-formed steel shape composite wall according to claim 1, it is characterized in that: foam cement core (9) is filled in the middle of wall frame structure, the material of foam cement core (9) is mixed uniformly foam cement slurry and blowing agent.
3. assembling abnormity light gauge cold-formed steel shape composite wall according to claim 1, it is characterized in that: the two-way middle distance 50 of reinforced mesh φ 4 or the paper muscle of laying the anti-cracking resistance of one deck in self-leveling cement surface layer (10), cement surface layer is made up of two-layer cement mortar, and the cement of first floor cement mortar and the match ratio of sand are 1:2; The cement of second layer cement mortar and the match ratio of sand are 1:3; The Thickness Ratio of first floor cement mortar and second layer cement mortar is 1:4; Large area is whitewashed to smear with water and is rubbed with the hands flat, and press polish smeared by small size or stitch iron, and after solidification, self-leveling cement surface layer (10) is bonding firmly with foam cement core (9).
4. assembling abnormity light gauge cold-formed steel shape composite wall according to claim 1, it is characterized in that: the wall thickness of M type vertical edges component (2), M type horizontal edge component (3), U-shaped connector (4), square steel pipe (1) is the light gauge cold-formed steel shape of 1.5mm-3mm, and intensity is Q235.
5. assembling abnormity light gauge cold-formed steel shape composite wall according to claim 1, is characterized in that: the model of high-strength bolt (7) is M12 or M16.
6. assembling abnormity light gauge cold-formed steel shape composite wall according to claim 1, is characterized in that: square steel pipe (1), the vertical edge member of M type (2) and M type horizontal edge component (3), U-shaped connector (4), C type connector (5) and diagonal brace (6) all adopt the thick light gauge cold-formed steel shape of 2mm.
7. assembling abnormity light gauge cold-formed steel shape composite wall according to claim 1, is characterized in that: assembling abnormity light gauge cold-formed steel shape combined wall is divided into L-type, T-shaped and cross three kinds of form of structure.
CN201510370253.2A 2015-06-29 2015-06-29 Assembly-type special-shaped composite wall made by thin-walled cold-formed steel CN104912232B (en)

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105781006A (en) * 2016-04-22 2016-07-20 广东省建筑科学研究院集团股份有限公司 Lightweight partition of gradient composite foamed concrete and preparation method of lightweight partition
CN105804233A (en) * 2016-05-10 2016-07-27 北京大工简筑科技有限公司 DGC board-type assembled house system and construction method and manufacturing method thereof
CN105804239A (en) * 2016-05-10 2016-07-27 北京大工简筑科技有限公司 L-shaped light-steel frame, L-shaped light-steel assembled composite wallboard and installation method of L-shaped light-steel assembled composite wallboard
CN105804240A (en) * 2016-05-10 2016-07-27 北京大工简筑科技有限公司 Light steel assembly type composite wall board, light steel framework, manufacturing method and installing method thereof
CN105888101A (en) * 2016-04-14 2016-08-24 北京工业大学 Modular assembly type T-shaped cold-formed thin-walled steel combined wall and connecting mode thereof
CN105908855A (en) * 2016-04-14 2016-08-31 北京工业大学 Modularized assembling-type cross-shaped cold-bending thin-wall profile steel combined wall and connection method thereof
CN106088400A (en) * 2016-06-24 2016-11-09 北京工业大学 A kind of modular assembly formula light gauge cold-formed steel shape combined wall
CN106499249A (en) * 2016-12-19 2017-03-15 重庆大学 A kind of assembled light gauge cold-formed steel shape framework Lateral Resistant System
CN106522633A (en) * 2016-12-19 2017-03-22 重庆大学 Assembly type cold-formed thin-walled steel truss support lateral force resistant system

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2270083Y (en) * 1996-05-03 1997-12-10 洪文章 Quick removing and assembling type fireproof movable partition wall
CN1478971A (en) * 2003-07-18 2004-03-03 志 樊 Composite building board material capable of load bearing and its productioin method
CN201062387Y (en) * 2007-06-08 2008-05-21 吴家根 Lightweight inner baffle wall
CN101974956A (en) * 2010-09-30 2011-02-16 筑巢(北京)科技有限公司 Built-in latticed steel frame exterior protected structural slab as well as building and production and construction method thereof
KR20110105182A (en) * 2010-03-18 2011-09-26 주용경 Incombustibility panel assembly
CN103696528A (en) * 2014-01-14 2014-04-02 李启山 Wall body block with thermal insulation materials sandwiched in light steel net rack integrated wall surface board
RU2522359C2 (en) * 2012-05-29 2014-07-10 Игорь Петрович Дубатовка Element of multilayer light-weight construction panel, and its manufacturing method
CN204252378U (en) * 2014-11-05 2015-04-08 北京中天方舟建材技术发展有限公司 Light cement foam inner partition plate

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2270083Y (en) * 1996-05-03 1997-12-10 洪文章 Quick removing and assembling type fireproof movable partition wall
CN1478971A (en) * 2003-07-18 2004-03-03 志 樊 Composite building board material capable of load bearing and its productioin method
CN201062387Y (en) * 2007-06-08 2008-05-21 吴家根 Lightweight inner baffle wall
KR20110105182A (en) * 2010-03-18 2011-09-26 주용경 Incombustibility panel assembly
CN101974956A (en) * 2010-09-30 2011-02-16 筑巢(北京)科技有限公司 Built-in latticed steel frame exterior protected structural slab as well as building and production and construction method thereof
RU2522359C2 (en) * 2012-05-29 2014-07-10 Игорь Петрович Дубатовка Element of multilayer light-weight construction panel, and its manufacturing method
CN103696528A (en) * 2014-01-14 2014-04-02 李启山 Wall body block with thermal insulation materials sandwiched in light steel net rack integrated wall surface board
CN204252378U (en) * 2014-11-05 2015-04-08 北京中天方舟建材技术发展有限公司 Light cement foam inner partition plate

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105888101B (en) * 2016-04-14 2019-03-22 北京工业大学 A kind of modular assembly formula T shape light gauge cold-formed steel shape assembled wall connection type
CN105888101A (en) * 2016-04-14 2016-08-24 北京工业大学 Modular assembly type T-shaped cold-formed thin-walled steel combined wall and connecting mode thereof
CN105908855A (en) * 2016-04-14 2016-08-31 北京工业大学 Modularized assembling-type cross-shaped cold-bending thin-wall profile steel combined wall and connection method thereof
CN105781006A (en) * 2016-04-22 2016-07-20 广东省建筑科学研究院集团股份有限公司 Lightweight partition of gradient composite foamed concrete and preparation method of lightweight partition
CN105804233A (en) * 2016-05-10 2016-07-27 北京大工简筑科技有限公司 DGC board-type assembled house system and construction method and manufacturing method thereof
CN105804239A (en) * 2016-05-10 2016-07-27 北京大工简筑科技有限公司 L-shaped light-steel frame, L-shaped light-steel assembled composite wallboard and installation method of L-shaped light-steel assembled composite wallboard
CN105804240A (en) * 2016-05-10 2016-07-27 北京大工简筑科技有限公司 Light steel assembly type composite wall board, light steel framework, manufacturing method and installing method thereof
CN106088400A (en) * 2016-06-24 2016-11-09 北京工业大学 A kind of modular assembly formula light gauge cold-formed steel shape combined wall
CN106499249A (en) * 2016-12-19 2017-03-15 重庆大学 A kind of assembled light gauge cold-formed steel shape framework Lateral Resistant System
CN106522633A (en) * 2016-12-19 2017-03-22 重庆大学 Assembly type cold-formed thin-walled steel truss support lateral force resistant system

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