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 PDFInfo
- 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
- Authority
- CN
- China
- Prior art keywords
- plate
- steel plate
- steel
- partition plate
- partition
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 108
- 239000010959 steel Substances 0.000 title claims abstract description 108
- 230000035939 shock Effects 0.000 title claims abstract description 23
- 239000002131 composite material Substances 0.000 title claims abstract description 13
- 238000005192 partition Methods 0.000 claims abstract description 79
- 210000003205 muscle Anatomy 0.000 claims abstract description 26
- 239000004567 concrete Substances 0.000 claims abstract description 20
- 239000011449 brick Substances 0.000 claims abstract description 11
- 239000004793 Polystyrene Substances 0.000 claims description 5
- 229920002223 polystyrene Polymers 0.000 claims description 5
- 238000003466 welding Methods 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 6
- 238000000034 method Methods 0.000 description 4
- 210000000515 tooth Anatomy 0.000 description 4
- 239000004568 cement Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000003365 glass fiber Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
- E04B2/7453—Removable non-load-bearing partitions; Partitions with a free upper edge 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Panels For Use In Building Construction (AREA)
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
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).
Priority Applications (1)
| 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 |
Applications Claiming Priority (1)
| 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 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108612229A true CN108612229A (en) | 2018-10-02 |
| CN108612229B CN108612229B (en) | 2019-11-19 |
Family
ID=63662596
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810436129.5A Active CN108612229B (en) | 2018-05-09 | 2018-05-09 | A kind of combined building shock resistance lightweight composite steel structure plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108612229B (en) |
Citations (5)
| 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 |
-
2018
- 2018-05-09 CN CN201810436129.5A patent/CN108612229B/en active Active
Patent Citations (5)
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108612229B (en) | 2019-11-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107165272B (en) | Prestressed assembled concrete frame node connecting structure and construction method thereof | |
| US8079189B2 (en) | Structure system of concrete building for self-heat insulation | |
| US7882669B2 (en) | Composite concrete shear wall for heat insulation | |
| CN205046685U (en) | External heated board of prefabricated masonry wall | |
| CN213418183U (en) | Heat-preservation sound-insulation composite assembled floor | |
| CN100336988C (en) | Combination type steel net frame and concrete composite block, and method of making same | |
| CN203821625U (en) | Fiber cloth-reinforced mortar-free reinforced masonry shear wall | |
| CN110607853A (en) | Fireproof composite wall for protecting building | |
| CN107938928A (en) | A kind of assembled light composite floor and preparation method thereof | |
| CN114592741A (en) | Assembly type L-shaped composite wallboard self-tapping nail cluster block and post-cast strip combined connection structure and method | |
| CN2778912Y (en) | Combined type steel net and concrete composite component | |
| CN110700503B (en) | Energy-consumption rotary type connection method for stair node connection | |
| CN207739500U (en) | A kind of assembled light composite floor | |
| CN106930456A (en) | A kind of assembled wood bamboo lightweight aggregate reinforced concrete combination floor | |
| CN207672828U (en) | A kind of hollow pre-fabricated panels reinforcement and strengthening structure | |
| CN108612229B (en) | A kind of combined building shock resistance lightweight composite steel structure plate | |
| CN110735492A (en) | Connecting structure of prestressed hollow composite slabs and construction method thereof | |
| CN115977278A (en) | Assembled light steel combined truss supported steel wire mesh frame mortar-perlite-polyphenyl composite shear wall and manufacturing method thereof | |
| CN102127940A (en) | Honeycomb structure wall body | |
| CN213234370U (en) | Reinforced structure of uneven joints of outer vertical surfaces of reinforced concrete frame structures | |
| CN210105109U (en) | Structure and building structure of lightweight concrete masonry for region with higher earthquake-resistant grade | |
| CN115234071A (en) | Assembly type linear composite wallboard self-tapping nail cluster block and post-pouring strip combined connecting structure and method | |
| CN209924198U (en) | Deformable assembled infilled wall of wallboard and infilled wall system | |
| CN111485663A (en) | Structure of lightweight concrete masonry for region with higher earthquake-resistant grade and construction method | |
| CN213682961U (en) | Prefabricated concrete self-insulation decorative external wall panel for fabricated building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |