CN108612229A - A kind of combined building shock resistance lightweight composite steel structure plank - Google Patents

A kind of combined building shock resistance lightweight composite steel structure plank Download PDF

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Publication number
CN108612229A
CN108612229A CN201810436129.5A CN201810436129A CN108612229A CN 108612229 A CN108612229 A CN 108612229A CN 201810436129 A CN201810436129 A CN 201810436129A CN 108612229 A CN108612229 A CN 108612229A
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CN
China
Prior art keywords
plate
steel plate
steel
partition
partition plate
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Granted
Application number
CN201810436129.5A
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Chinese (zh)
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CN108612229B (en
Inventor
戴阳
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Anhui Fuhuang Steel Structure Co Ltd
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Anhui Fuhuang Steel Structure Co Ltd
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Priority to CN201810436129.5A priority Critical patent/CN108612229B/en
Publication of CN108612229A publication Critical patent/CN108612229A/en
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Publication of CN108612229B publication Critical patent/CN108612229B/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge modular coordination
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge modular coordination
    • E04B2/7407Removable non-load-bearing partitions; Partitions with a free upper edge modular coordination assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge modular coordination
    • E04B2/7407Removable non-load-bearing partitions; Partitions with a free upper edge modular coordination assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
    • E04B2/7453Removable non-load-bearing partitions; Partitions with a free upper edge modular coordination assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling

Abstract

The invention discloses a kind of combined building shock resistance lightweight composite steel structure planks, including bearing wall, the side of the bearing wall is provided with the first partition plate and the second partition plate, first partition plate is T-shaped, first partition plate includes the first steel plate, second steel plate and third steel plate, first muscle is welded between first steel plate and the second steel plate, head and the tail cross weld between two neighboring first muscle, second muscle being arranged in a crossed manner is welded between second steel plate and third steel plate, there is rectangular box-like plate body by the way that concrete clad is pre-formed between first steel plate and the second steel plate.The combined building shock resistance lightweight composite steel structure plank, it is assembled easy to use, it builds by laying bricks or stones and firmly installs, with material and reasonable design, shock resistance and heat-insulating property are more excellent, it efficiently solves traditional partition plate type and function is various, but that there are shock resistances is poor, assembly problem not secured enough after building by laying bricks or stones.

Description

A kind of combined building shock resistance lightweight composite steel structure plank
Technical field
The present invention relates to partition plate field, specially a kind of combined building shock resistance lightweight composite steel structure plank.
Background technology
Partition plate is the prefabricated batten of wall for interior of building partition wall, including glass fiber reinforced cement batten, glass Glass fiber reinforcement gypsum hollow lath, steel wire (steel wire) enhancing cement batten, lightweight concrete batten, compound sandwich light lath Etc., full name is light lath for building partition wall, the non-bearing as general industry building, residential architecture, public works Internal partition wall main material.Traditional partition plate type and function are various, but that there are shock resistances is poor, and assembly is not firm enough after building by laying bricks or stones Solid problem.
Invention content
(1) the technical issues of solving
In view of the deficiencies of the prior art, the present invention provides a kind of combined building shock resistance lightweight composite steel structure plates Material, solves traditional partition plate type and function is various, but that there are shock resistances is poor, and assembly is not enough firmly asked after building by laying bricks or stones Topic.
(2) technical solution
In order to achieve the above object, the present invention is achieved by the following technical programs:A kind of combined building shock resistance The side of lightweight composite steel structure plank, including bearing wall, the bearing wall is provided with the first partition plate and the second partition wall Plate, first partition plate are T-shaped, and the first partition plate includes the first steel plate, the second steel plate and third steel plate, first steel It is welded with first muscle between plate and the second steel plate, head and the tail cross weld between two neighboring first muscle, second steel plate It is welded with second muscle being arranged in a crossed manner between third steel plate, passes through concrete between first steel plate and the second steel plate Clad is pre-formed rectangular box-like plate body, and first muscle on the inside of plate body has by the way that concrete clad is pre-formed One support plate has a rectangular box-like convex block, in convex block between the second steel plate and third steel plate by the way that concrete clad is pre-formed Second muscle of side has the second support plate by the way that concrete clad is pre-formed, between first support plate and the inner wall of plate body with And second be filled with granular polystyrene filled layer between support plate and the inner wall of convex block, second partition plate is L-shaped, the second partition wall The internal structure of plate is identical as the internal structure of the first partition plate, and first partition is identical as the thickness of the second partition plate.
The side of the bearing wall builds the pier block equal with bump width by laying bricks or stones, leads between the pier block and the first partition plate Screed connection is crossed, the quantity of first partition plate is no less than two, passes through concrete between two neighboring first partition plate Screed connects, and side of first partition plate far from pier block is connect by screed with the second partition plate.
Preferably, the surface of first steel plate, the second steel plate and third steel plate is uniformly stamped with straight slot, the straight slot For round and the positive sides n shape one of which, and n is less than or equal to eight.
Preferably, the surface uniform welding of first steel plate, the second steel plate and third steel plate has pillar, the pillar Section is the positive sides m shape or circle, and m is less than or equal to six.
Preferably, the thickness of first steel plate, the second steel plate and third steel plate is equal, and the length of the pillar is first One to two times of steel plate thickness.
Preferably, the both ends of first partition plate and the second partition plate are both provided with jagged heel teeth.
(3) advantageous effect
The present invention has following advantageous effect:The combined building shock resistance lightweight composite steel structure plank, assembly make With conveniently, builds by laying bricks or stones and firmly install, with material and reasonable design, shock resistance and heat-insulating property are more excellent, efficiently solve traditional Partition plate type and function are various, but that there are shock resistances is poor, assembly problem not secured enough after building by laying bricks or stones.
Description of the drawings
Fig. 1 is schematic structural view of the invention;
Fig. 2 is the first partition wall plate structure schematic diagram of the invention;
Fig. 3 is the second steel plate vertical view of the invention;
Fig. 4 is the second steel plate left view of the invention;
Fig. 5 is the first steel plate front view of the invention;
Fig. 6 is the second partition wall plate structure schematic diagram of the invention.
In figure:1 bearing wall, 2 pier blocks, 3 first partition plates, 4 screeds, 5 second partition plates, 6 plate bodies, 7 are mixed Solidifying soil clad, 8 granular polystyrene filled layers, 9 first support plates, 10 first steel plates, 11 second support plates, 12 convex blocks, 13 the Three steel plates, 14 heel teeths, 15 second steel plates, 16 second muscle, 17 straight slots, 18 pillars, 19 first muscle.
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other Embodiment shall fall within the protection scope of the present invention.
- 6 are please referred to Fig.1, the present invention provides a kind of technical solution:A kind of combined building shock resistance lightweight clad steel knot The side of structure plank, including bearing wall 1, bearing wall 1 is provided with the first partition plate 3 and the second partition plate 5, the first partition plate 3 be T-shaped, and the first partition plate 3 is set as T-shaped, increases the contact area of two neighboring first partition plate, 3 junction, Keep the connection of partition plate more secured, the first partition plate 3 include the first steel plate 10, the second steel plate 15 and third steel plate 13, first It is welded with first muscle 19 between steel plate 10 and the second steel plate 15, head and the tail cross weld between two neighboring first muscle 19, Second muscle 16 being arranged in a crossed manner is welded between two steel plates 15 and third steel plate 13, in the first partition plate 3 and the second partition wall The inside of plate 5 setting third steel plate 13, the first steel plate 10 and the second steel plate 15, and using second muscle 16 and first muscle 19 to the It is welded between three steel plates 13, the first steel plate 10 and the second steel plate 15, so as to outside the first partition plate 3 and the second partition plate 5 When surface is impacted, impact force is disperseed using third steel plate 13 and the first steel plate 10, then utilizes second muscle 16 and the One muscle 19 carries out transmission counteracting to power, and shock resistance is more excellent, and stability is preferable.
There is rectangular box-like plate body 6 by the way that concrete clad 7 is pre-formed between first steel plate 10 and the second steel plate 15, First muscle 19 of 6 inside of plate body has the first support plate 9, the second steel plate 15 and third steel by the way that concrete clad 7 is pre-formed There are rectangular box-like convex block 12, second muscle 16 of 12 inside of convex block logical by the way that concrete clad 7 is pre-formed between plate 13 Cross that concrete clad 7 is pre-formed the second support plate 11, between the first support plate 9 and the inner wall of plate body 6 and the second support plate 11 Granular polystyrene filled layer 8 is filled between the inner wall of convex block 12, filling granular polystyrene is filled out in the inside of convex block 12 and plate body 6 Layer 8 is filled, the thermal and insulating performance of partition plate is not only increased, maintains the characteristic of partition plate lightweight, utilizes first muscle 19 and the first support plate 9 for being formed of second muscle 16 and the second support plate 11 then ensure that inside concrete clad 7 and convex block 12 Stability, the second partition plate 5 are L-shaped, and the internal structure of the second partition plate 5 is identical as the internal structure of the first partition plate 3, and First partition is identical as the thickness of the second partition plate 5.
The side of bearing wall 1 builds the pier block 2 equal with 12 width of convex block by laying bricks or stones, between the pier block 2 and the first partition plate 3 It is connected by screed 4, the quantity of the first partition plate 3 is no less than two, passes through concrete between two neighboring first partition plate 3 Screed 4 connects, and the first side of the partition plate 3 far from pier block 2 is connect by screed 4 with the second partition plate 5.
The surface of first steel plate 10, the second steel plate 15 and third steel plate 13 is uniformly stamped with straight slot 17, and straight slot 17 is circle The one of which of shape and the positive sides n shape, and n is less than or equal to eight, is opened on third steel plate 13, the second steel plate 15 and the first steel plate 10 If straight slot 17 alleviate the quality of steel plate, while saving with material, and concrete clad 7 can also be made to penetrate straight slot 17 It is fitted closely with steel plate.
The surface uniform welding of first steel plate 10, the second steel plate 15 and third steel plate 13 has pillar 18, the section of pillar 18 For the positive sides m shape or circle, and m is less than or equal to six, the first steel plate 10, the second steel plate 15 and third steel plate 13 thickness phase Length Deng, pillar 18 is one to two times of 10 thickness of the first steel plate, and pillar 18 increases between steel plate and concrete clad 7 Being completely embedded property.
The both ends of first partition plate 3 and the second partition plate 5 are both provided with jagged heel teeth 14, the first partition plate 3 and The setting of heel teeth 14 on two partition plates 5, increases the area of 5 junction of the first partition plate 3 and the second partition plate, makes the first partition wall It is connected between plate 3 and the second partition plate 5 and screed 4 even closer.
It is of the invention assembled easy to use, build by laying bricks or stones and firmly install, with material and reasonable design, shock resistance and heat-insulating property compared with It is excellent, efficiently solve traditional partition plate type and function be various, but that there are shock resistances is poor, assembly build by laying bricks or stones after not enough securely The problem of.
It should be noted that herein, the terms "include", "comprise" or its any other variant are intended to non-row His property includes, so that the process, method, article or equipment including a series of elements includes not only those elements, and And further include other elements that are not explicitly listed, or further include for this process, method, article or equipment institute it is intrinsic Element.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with Understanding without departing from the principles and spirit of the present invention can carry out these embodiments a variety of variations, modification, replace And modification, the scope of the present invention is defined by the appended.

Claims (5)

1. a kind of combined building shock resistance lightweight composite steel structure plank, including bearing wall (1), the bearing wall (1) side is provided with the first partition plate (3) and the second partition plate (5), it is characterised in that:First partition plate (3) is T words Shape, the first partition plate (3) include the first steel plate (10), the second steel plate (15) and third steel plate (13), first steel plate (10) And second be welded with first muscle (19) between steel plate (15), head and the tail cross weld between two neighboring first muscle (19), institute State second muscle (16) for being welded with and being arranged in a crossed manner between the second steel plate (15) and third steel plate (13), first steel plate (10) there are rectangular box-like plate body (6), plate body (6) by the way that concrete clad (7) is pre-formed between the second steel plate (15) First muscle (19) of inside has the first support plate (9), the second steel plate (15) and third by the way that concrete clad (7) is pre-formed There is rectangular box-like convex block (12) by the way that concrete clad (7) is pre-formed between steel plate (13), on the inside of convex block (12) Two muscle (16) have the second support plate (11), first support plate (9) and plate body (6) by the way that concrete clad (7) is pre-formed Inner wall between and the second support plate (11) and the inner wall of convex block (12) between be filled with granular polystyrene filled layer (8), it is described Second partition plate (5) is L-shaped, and the internal structure of the second partition plate (5) is identical as the internal structure of the first partition plate (3), and First partition is identical as the thickness of the second partition plate (5);
The side of the bearing wall (1) builds the pier block (2) equal with convex block (12) width by laying bricks or stones, the pier block (2) with first every Connected by screed (4) between wallboard (3), the quantity of first partition plate (3) is no less than two, two neighboring first every It is connected by concrete sand pulp layer (4) between wallboard (3), side of the first partition plate (3) far from pier block (2) passes through screed (4) it is connect with the second partition plate (5).
2. a kind of combined building shock resistance lightweight composite steel structure plank according to claim 1, it is characterised in that: The surface of first steel plate (10), the second steel plate (15) and third steel plate (13) is uniformly stamped with straight slot (17), described logical Slot (17) is round and the positive sides n shape one of which, and n is less than or equal to eight.
3. a kind of combined building shock resistance lightweight composite steel structure plank according to claim 1, it is characterised in that: The surface uniform welding of first steel plate (10), the second steel plate (15) and third steel plate (13) has pillar (18), the pillar (18) section is the positive sides m shape or circle, and m is less than or equal to six.
4. a kind of combined building shock resistance lightweight composite steel structure plank according to claim 1, it is characterised in that: The thickness of first steel plate (10), the second steel plate (15) and third steel plate (13) is equal, and the length of the pillar (18) is the One to two times of one steel plate (10) thickness.
5. a kind of combined building shock resistance lightweight composite steel structure plank according to claim, it is characterised in that: The both ends of first partition plate (3) and the second partition plate (5) are both provided with jagged heel teeth (14).
CN201810436129.5A 2018-05-09 2018-05-09 A kind of combined building shock resistance lightweight composite steel structure plate Active CN108612229B (en)

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Application Number Priority Date Filing Date Title
CN201810436129.5A CN108612229B (en) 2018-05-09 2018-05-09 A kind of combined building shock resistance lightweight composite steel structure plate

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Application Number Priority Date Filing Date Title
CN201810436129.5A CN108612229B (en) 2018-05-09 2018-05-09 A kind of combined building shock resistance lightweight composite steel structure plate

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CN108612229A true CN108612229A (en) 2018-10-02
CN108612229B CN108612229B (en) 2019-11-19

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2908153A1 (en) * 1978-03-02 1979-09-06 Hauserman Inc DETACHABLE PARTITION WALL, PARTS FOR IT AND METHOD OF MANUFACTURING THE PARTS
CN1651686A (en) * 2005-02-22 2005-08-10 吴方伯 Wall board
CN105178502A (en) * 2015-06-24 2015-12-23 浙江东南网架股份有限公司 Novel light composite batten exterior wall and assembling method thereof
CN206233489U (en) * 2016-08-30 2017-06-09 李予新 It is a kind of with decoration integrated prefabricated sandwich composite concrete wallboard
CN206707052U (en) * 2017-03-16 2017-12-05 南昌大学 A kind of combinable prefabricated regeneration concrete sandwiched thermal-insulating wall

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2908153A1 (en) * 1978-03-02 1979-09-06 Hauserman Inc DETACHABLE PARTITION WALL, PARTS FOR IT AND METHOD OF MANUFACTURING THE PARTS
CN1651686A (en) * 2005-02-22 2005-08-10 吴方伯 Wall board
CN105178502A (en) * 2015-06-24 2015-12-23 浙江东南网架股份有限公司 Novel light composite batten exterior wall and assembling method thereof
CN206233489U (en) * 2016-08-30 2017-06-09 李予新 It is a kind of with decoration integrated prefabricated sandwich composite concrete wallboard
CN206707052U (en) * 2017-03-16 2017-12-05 南昌大学 A kind of combinable prefabricated regeneration concrete sandwiched thermal-insulating wall

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