CN206233418U - A kind of C-shaped steel plate combination wall - Google Patents

A kind of C-shaped steel plate combination wall Download PDF

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Publication number
CN206233418U
CN206233418U CN201621291089.2U CN201621291089U CN206233418U CN 206233418 U CN206233418 U CN 206233418U CN 201621291089 U CN201621291089 U CN 201621291089U CN 206233418 U CN206233418 U CN 206233418U
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China
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plate
dividing plate
wall
side plate
outer tube
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CN201621291089.2U
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Chinese (zh)
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叶军
楼东浩
黄江
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Hanjia Design Group Ltd By Share Ltd
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Hanjia Design Group Ltd By Share Ltd
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Abstract

The utility model is related to a kind of C-shaped steel plate combination wall, belongs to building field, including C-shaped outer tube wall;Two corners of the hollow chamber of the C-shaped in outer tube wall are respectively arranged with the first dividing plate and second partition and the 3rd dividing plate and the 4th dividing plate, and form turning sleeper filling cavity respectively in two corners.New the first dividing plate and second partition and the 3rd dividing plate and the 4th dividing plate by being respectively arranged at two corners of hollow chamber of this practicality, template can not only be played a part of, by filling concrete in wall and turning sleeper that global formation is formed in hollow chamber, the integral coherence of wall is improve;But also the bearing capacity of wall can be improved, and as the flat out of plane constraint of outer tube wall, accordingly, with respect to prior art, have the advantages that reasonable stress, simple structure, bearing capacity and anti-seismic performance are good.

Description

A kind of C-shaped steel plate combination wall
Technical field
The utility model belongs to building field, in particular to a kind of C-shaped steel plate combination wall.
Background technology
With the popularization of building industrialization, application of the assembling type steel structure in residential housing is progressively increased.Wherein, steel plate Faced wall can form shear wall system, or form framework -- shear wall system with framework, can be applied to skyscraper, therefore have Wide application prospect.
But, existing steel plate combination wall or internal partition set excessive, influence concreting;Or to outer tube wall and mix Solidifying soil constraint is not enough, causes the integral coherence of wall poor, influences the bearing capacity and anti-seismic performance of wall.
Utility model content
In order to solve the above problems, the purpose of this utility model is to provide a kind of C-shaped steel plate combination wall, to improve steel plate Faced wall and the integral coherence of wall column, improve the bearing capacity and anti-seismic performance of wall.
The technical scheme that the utility model is used for:
A kind of C-shaped steel plate combination wall, it includes the outer tube wall of C-shaped;The outer tube wall be provided with C-shaped hollow chamber and It is poured into the concrete in the hollow chamber;Be provided with the hollow chamber the first dividing plate, second partition, the 3rd dividing plate with And the 4th dividing plate;First dividing plate, the second partition, the 3rd dividing plate and the 4th dividing plate are along the outer tube wall Be vertically arranged, and first dividing plate, the second partition, the 3rd dividing plate and the 4th dividing plate two ends respectively with The relative biside plate of the outer tube wall is fixedly connected;First dividing plate and the second partition are respectively positioned at the two of the first turning Side, the 3rd dividing plate and the 4th dividing plate are respectively positioned at the both sides at the second turning, and first dividing plate and described second Dividing plate, the 3rd dividing plate and the 4th dividing plate form turning sleeper filling cavity with the outer tube wall respectively.
Further, the first inner tubal wall and the second inner tubal wall are additionally provided with the hollow chamber;First inner tubal wall and Second inner tubal wall is vertically arranged along the outer tube wall, and the two ends of first inner tubal wall and second inner tubal wall are equal The biside plate relative with the outer tube wall is fixedly connected respectively;First inner tubal wall is arranged at first turning, and is located at Between first dividing plate and the second partition, and it is divided into two phases by the turning sleeper filling cavity at first turning is oblique Mutual independent filling concrete chamber;Second inner tubal wall is arranged at second turning, and positioned at the 3rd dividing plate and institute State between the 4th dividing plate, and be divided into the turning sleeper filling cavity at second turning is oblique two separate concrete and fill Note chamber.
Further, the 5th dividing plate and the 6th dividing plate, the 5th dividing plate and described are additionally provided with the hollow chamber Six dividing plates are vertically arranged along the outer tube wall, and the two ends of the 5th dividing plate and the 6th dividing plate are respectively outer with described The relative biside plate of tube wall is fixedly connected;5th dividing plate and the 6th dividing plate are located at the two of the neighbouring outer tube wall respectively The position of end, and the 5th dividing plate and the 6th dividing plate form end sleeper filling cavity with the outer tube wall respectively.
Further, first dividing plate, the second partition, the 3rd dividing plate, the 4th dividing plate, the described 5th every Plate, the 6th dividing plate, first inner tubal wall and second inner tubal wall respectively use groove welding or electroslag welding and institute State outer tube wall welding.
Further, several connecting elements are additionally provided with the hollow chamber;The connecting elements is along the outer tube wall It is vertically arranged, and relative with the outer tube wall respectively biside plate in two ends of the connecting elements is fixedly connected.
Further, the connecting elements includes two first angle steel of opposed vertical setting and along described two first jiao Spaced some second angle steel of steel vertical direction;Two first angle steel are fixedly connected with the outer tube wall, described The two ends of the second angle steel are fixedly connected with two first angle steel respectively.
Further, two first angle steel are welded with the outer tube wall respectively, the two ends of second angle steel respectively with Two first angle steel welding.
Further, two first angle steel are welded by angle welding with the outer tube wall.
Further, the outer tube wall includes the first side plate, the second side plate that head and the tail are sequentially connected, the 3rd side plate, the 4th side Plate, the 5th side plate, the 6th side plate, heptalateral plate and the 8th side plate;Second side plate and the 8th side plate are located at relative Both sides, the 3rd side plate and the heptalateral plate are located at relative both sides, the 4th side plate and the 6th side plate position In relative both sides, first side plate and the 5th side plate are located at both ends, and first side plate, described second respectively Side plate, the 3rd side plate, the 4th side plate, the 5th side plate, the 6th side plate, the heptalateral plate and described 8th side plate surrounds the hollow lumen of C-shaped.
Further, first side plate, second side plate, the 3rd side plate, the 4th side plate, the 5th side Plate, the 6th side plate, the heptalateral plate and the 8th side sheet room are using welding or cold roll forming.
The beneficial effects of the utility model:
C-shaped steel plate combination wall provided by the utility model, of two corners by being respectively arranged at hollow chamber One dividing plate and second partition and the 3rd dividing plate and the 4th dividing plate, can not only play a part of template, by filling concrete in The wall and turning sleeper of global formation are formed in hollow chamber, the integral coherence of wall is improve;But also can improve The bearing capacity of wall, and as the flat out of plane constraint of outer tube wall, accordingly, with respect to prior art, with reasonable stress, construction letter The advantages of single, bearing capacity and good anti-seismic performance.
Brief description of the drawings
In order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art, below will be to embodiment Or the accompanying drawing to be used needed for description of the prior art is briefly described, it should be apparent that, drawings in the following description are only It is some embodiments of the present utility model, for those of ordinary skill in the art, is not paying the premise of creative work Under, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation of the C-shaped steel plate combination wall described in embodiment;
Fig. 2 is the structural representation of the connecting elements described in embodiment.
Marked in figure:
First side plate 101, the second side plate 102, the 3rd side plate 103, the 4th side plate 104, the 5th side plate 105, the 6th side plate 106, heptalateral plate 107, the 8th side plate 108, the first dividing plate 109, the first inner tubal wall 110, second partition 111, the 3rd dividing plate 112, the second inner tubal wall 113, the 4th dividing plate 114, turning sleeper filling cavity 115, the 5th dividing plate 116, the 6th dividing plate 117, end Sleeper filling cavity 118, connecting elements 119, the first angle steel 120, the second angle steel 121.
Specific embodiment
To make the purpose of this utility model, technical scheme and advantage clearer, below will be to technology of the present utility model Scheme is described in detail.Obviously, described embodiment is only a part of embodiment of the utility model, rather than whole Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not before creative work is made Resulting all other implementation method is put, the scope that the utility model is protected is belonged to.
Embodiment
As shown in figure 1, present embodiments providing a kind of C-shaped steel plate combination wall, it includes the outer tube wall of C-shaped;Outer tube wall bag Include head and the tail weld successively the first side plate 101, the second side plate 102, the 3rd side plate 103, the 4th side plate 104, the 5th side plate 105, 6th side plate 106, the side plate 108 of heptalateral plate 107 and the 8th;Second side plate 102 and the 8th side plate 108 are located at relative both sides, 3rd side plate 103 and heptalateral plate 107 are located at relative both sides, and the 4th side plate 104 and the 6th side plate 106 are located at relative two Side, the first side plate 101 and the 5th side plate 105 are located at both ends respectively, and surround the hollow chamber of C-shaped in the inside of outer tube wall, And concrete is perfused with hollow chamber.
The first dividing plate 109, second partition 111, the 3rd dividing plate 112 and the 4th dividing plate 114 are provided with hollow chamber;The One dividing plate 109, second partition 111, the 3rd dividing plate 112 and the 4th dividing plate 114 are vertically arranged along outer tube wall, and the first dividing plate 109 two ends are welded with the second side plate 102 and the 8th side plate 108 respectively, the two ends of second partition 111 respectively with the 3rd side plate 103 and heptalateral plate 107 weld, the two ends of the 3rd dividing plate 112 are welded with the 3rd side plate 103 and heptalateral plate 107 respectively, the 4th Welded with the 4th side plate 104 and the 6th side plate 106 respectively at the two ends of dividing plate 114;First dividing plate 109 and second partition 111 are distinguished Positioned at the both sides at the first turning, the 3rd dividing plate 112 and the 4th dividing plate 114 are respectively positioned at the both sides at the second turning, and the first dividing plate 109 and second partition 111, the 3rd dividing plate 112 and the 4th dividing plate 114 respectively with outer tube wall in the first turning and second corner's shape Into turning sleeper filling cavity 115.
C-shaped steel plate combination wall based on said structure, the hollow chamber of the C-shaped set by outer tube wall and is arranged at The first dividing plate 109, second partition 111, the 3rd dividing plate 112 and the 4th dividing plate 114 in plenum chamber, hollow chamber is separated into Wall filling cavity and turning sleeper filling cavity 115, so as in architectural process, it can play a part of template, by concrete It is poured into hollow chamber, in wall and turning sleeper that global formation is formed in outer tube wall, improves the overall combination of wall Property;Meanwhile, the first dividing plate 109, second partition 111, the 3rd dividing plate 112 and the 4th dividing plate 114 can also improve the carrying of wall Power, and as the flat out of plane constraint of outer tube wall, accordingly, with respect to prior art, the C-shaped steel plate combination wall have reasonable stress, The advantages of simple structure, bearing capacity and good anti-seismic performance.
Current C-shaped steel plate combination wall mainly sets angle steel using the interior nook at turning, and it is mixed that angle steel is stretched into interior filling As the flat out of plane constraint of outer tube wall in solidifying soil, but, it has the following disadvantages:Under geological process or concrete enter modeling During the sexual stage, due to concrete cracking, the angle steel for anchoring into concrete will slide, and influence the bearing capacity and shock resistance of wall Energy.
It is directed to above mentioned problem, it is preferable that the first inner tubal wall 110 and the second inner tubal wall are also provided with hollow chamber 113, and it is divided into two separate filling concrete chambers by the first turning and second turning sleeper filling cavity are oblique respectively; First inner tubal wall 110 and the second inner tubal wall 113 are vertically arranged along outer tube wall, and the first inner tubal wall 110 and the second inner tubal wall 113 Respectively relative with the outer tube wall both sides plate weld in two ends;Wherein, the first inner tubal wall 110 is arranged at the first turning, and is located at Between first dividing plate 109 and second partition 111;Second inner tubal wall 113 is arranged at the second turning, and positioned at the He of the 3rd dividing plate 112 Between 4th dividing plate 114, so as to after concrete perfusion, the first inner tubal wall 110 and the second inner tubal wall 113 are embedded in advance respectively mixed In solidifying soil, it can not only improve the combination effect of the first inner tubal wall 110 and the second inner tubal wall 113 and concrete, and pass through The two ends of the first inner tubal wall 110 and the second inner tubal wall 113 are welded with outer tube wall, the first inner tubal wall 110 and the can be prevented Two inner tubal walls 113 slide, so that the outer binding effect of the first inner tubal wall 110 and the second inner tubal wall 113 to outer tube wall is improved, So that wall has preferably bearing capacity and anti-seismic performance.
More preferably, the 5th dividing plate 116 and the 6th dividing plate 117, the 5th dividing plate are additionally provided with the hollow chamber of the present embodiment 116 and the 6th dividing plate 117 be vertically arranged along outer tube wall, and the 5th dividing plate 116 two ends respectively with the second side plate 102 and the 8th Side plate 108 is welded, and the two ends of the 6th dividing plate 117 are welded with the 4th side plate 104 and the 6th side plate 106 respectively, and the 5th dividing plate 116 Be located at the position at the both ends of neighbouring outer tube wall respectively with the 6th dividing plate 117, the 5th dividing plate 116 and the 6th dividing plate 117 respectively with Outer tube wall forms end sleeper filling cavity 118.
By the 5th dividing plate 116 and the 6th dividing plate 117 that are arranged in hollow chamber, in hollow chamber's concrete perfusion mistake Cheng Zhong, end sleeper is formed by end sleeper filling cavity 118 in the end of C-shaped steel plate combination wall, so that more preferably low raising C-shaped The bearing capacity of steel plate combination wall.
As a kind of preferred scheme of the present embodiment, in order to preferably improve the C-shaped steel plate combination wall in the present embodiment Intensity and bearing capacity and anti-seismic performance, it is preferable that connecting elements 119 can also be set in hollow chamber, wherein, the second side The side plate 108 of plate 102 and the 8th, connecting elements 119 is provided between the 4th side plate 104 and the 6th side plate 106, the 3rd side plate 103 Multiple connecting elements 119 are provided with and between heptalateral plate 107.
Connecting elements 119 is vertically arranged along outer tube wall, and the two ends of each connecting elements 119 are relative with outer tube wall respectively Both sides plate weld;Support reinforcing and effect of contraction can be played to outer tube wall by connecting elements 119, and then cause C-shaped steel The intensity and bearing capacity and anti-seismic performance of assembled wallboard are further enhanced.
As shown in Fig. 2 connecting elements 119 includes two first angle steel 120 of opposed vertical setting and along two first Spaced many second angle steel 121 of the vertical direction of angle steel 120;Two first angle steel 120 are fixedly connected with outer tube wall, and second The two ends of angle steel 121 are welded to connect with two first angle steel 120 respectively.
In the present embodiment, the first side plate 101, the second side plate 102, the 3rd side plate 103, the 4th side plate 104, the 5th side plate 105th, the outer tube wall that the 6th side plate 106, the side plate 108 of heptalateral plate 107 and the 8th are surrounded can also be using the side of cold roll forming Formula is made.
Ground is readily appreciated that, the present embodiment includes but is not limited to the set-up mode of above-mentioned connecting elements 119, and it is according to C-shaped steel The length and actually used situation that each section of assembled wallboard, can be to being arranged at C-shaped steel plate combination connecting elements 119 within the walls Quantity carries out appropriate increasing or decreasing.
In the present embodiment, the first dividing plate 109, second partition 111, the 3rd dividing plate 112, the 4th dividing plate 114, the 5th dividing plate 116 and the 6th dividing plate 117 respectively welded using the welding manner and outer tube wall of groove welding or electroslag welding;Two first angle steel 120 are welded by angle welding with outer tube wall.
In the present embodiment, it is preferable that the two ends protrusion outer tube wall of the first inner tubal wall and the second inner tubal wall, welding is conducive to grasp Make.
In the present embodiment, connecting elements 119 can also use other existing structures, it is readily appreciated that, the company of such as tabular Connection member.
The above, specific embodiment only of the present utility model, but protection domain of the present utility model do not limit to In this, any one skilled in the art can readily occur in change in the technical scope that the utility model is disclosed Or replace, should all cover within protection domain of the present utility model.Therefore, protection domain of the present utility model should be with the power The protection domain that profit is required is defined.

Claims (10)

1. a kind of C-shaped steel plate combination wall, it is characterised in that the outer tube wall including C-shaped;The outer tube wall is provided with the hollow of C-shaped Chamber and the concrete being poured into the hollow chamber;The first dividing plate, second partition, are provided with the hollow chamber Three dividing plates and the 4th dividing plate;First dividing plate, the second partition, the 3rd dividing plate and the 4th dividing plate are along institute Outer tube wall is stated to be vertically arranged, and first dividing plate, the second partition, the 3rd dividing plate and the 4th dividing plate two ends Respectively the biside plate relative with the outer tube wall is fixedly connected;First dividing plate and the second partition are located at first respectively The both sides at turning, the 3rd dividing plate and the 4th dividing plate respectively positioned at the second turning both sides, and first dividing plate and The second partition, the 3rd dividing plate and the 4th dividing plate form turning sleeper filling cavity with the outer tube wall respectively.
2. C-shaped steel plate combination wall according to claim 1, it is characterised in that be additionally provided with first in the hollow chamber Inner tubal wall and the second inner tubal wall;First inner tubal wall and second inner tubal wall are vertically arranged along the outer tube wall, and institute Respectively relative with the outer tube wall biside plate in two ends for stating the first inner tubal wall and second inner tubal wall is fixedly connected;It is described First inner tubal wall is arranged at first turning, and between first dividing plate and the second partition, and by described The turning sleeper filling cavity at one turning is oblique to be divided into two separate filling concrete chambers;Second inner tubal wall is arranged at Second turning, and between the 3rd dividing plate and the 4th dividing plate, and by the turning sleeper at second turning Filling cavity is oblique to be divided into two separate filling concrete chambers.
3. C-shaped steel plate combination wall according to claim 2, it is characterised in that be additionally provided with the 5th in the hollow chamber Dividing plate and the 6th dividing plate, the 5th dividing plate and the 6th dividing plate are vertically arranged along the outer tube wall, and the described 5th every The biside plate that the two ends of plate and the 6th dividing plate are respectively relative with the outer tube wall is fixedly connected;5th dividing plate and institute State the position that the 6th dividing plate is located at the both ends of the neighbouring outer tube wall respectively, and the 5th dividing plate and the 6th dividing plate point End sleeper filling cavity is not formed with the outer tube wall.
4. C-shaped steel plate combination wall according to claim 3, it is characterised in that first dividing plate, the second partition, 3rd dividing plate, the 4th dividing plate, the 5th dividing plate, the 6th dividing plate, first inner tubal wall and described Two inner tubal walls are respectively welded using groove welding or electroslag welding with the outer tube wall.
5. the C-shaped steel plate combination wall according to claim any one of 1-4, it is characterised in that also set in the hollow chamber It is equipped with several connecting elements;The connecting elements is vertically arranged along the outer tube wall, and the two ends of the connecting elements are distinguished The biside plate relative with the outer tube wall is fixedly connected.
6. C-shaped steel plate combination wall according to claim 5, it is characterised in that the connecting elements sets including opposed vertical Two first angle steel putting and along described two spaced some second angle steel of first angle steel vertical direction;Described two The angle steel of root first is fixedly connected with the outer tube wall, and the two ends of second angle steel are fixed with two first angle steel connect respectively Connect.
7. C-shaped steel plate combination wall according to claim 6, it is characterised in that two first angle steel respectively with it is described Outer tube wall is welded, and the two ends of second angle steel are welded with two first angle steel respectively.
8. C-shaped steel plate combination wall according to claim 7, it is characterised in that two first angle steel pass through angle welding Welded with the outer tube wall.
9. C-shaped steel plate combination wall according to claim 8, it is characterised in that the outer tube wall includes that head and the tail are sequentially connected The first side plate, the second side plate, the 3rd side plate, the 4th side plate, the 5th side plate, the 6th side plate, heptalateral plate and the 8th side plate; Second side plate and the 8th side plate are located at relative both sides, and the 3rd side plate and the heptalateral plate are located at relative Both sides, the 4th side plate and the 6th side plate are located at relative both sides, and first side plate and the 5th side plate are distinguished Positioned at both ends, and first side plate, second side plate, the 3rd side plate, the 4th side plate, the 5th side Plate, the 6th side plate, the heptalateral plate and the 8th side plate surround the hollow lumen of C-shaped.
10. C-shaped steel plate combination wall according to claim 9, it is characterised in that first side plate, second side plate, 3rd side plate, the 4th side plate, the 5th side plate, the 6th side plate, the heptalateral plate and the 8th side Using welding or cold roll forming between plate.
CN201621291089.2U 2016-11-29 2016-11-29 A kind of C-shaped steel plate combination wall Active CN206233418U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621291089.2U CN206233418U (en) 2016-11-29 2016-11-29 A kind of C-shaped steel plate combination wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621291089.2U CN206233418U (en) 2016-11-29 2016-11-29 A kind of C-shaped steel plate combination wall

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Publication Number Publication Date
CN206233418U true CN206233418U (en) 2017-06-09

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CN201621291089.2U Active CN206233418U (en) 2016-11-29 2016-11-29 A kind of C-shaped steel plate combination wall

Country Status (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110847447A (en) * 2019-11-28 2020-02-28 三一筑工科技有限公司 Double-skin wall connecting structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110847447A (en) * 2019-11-28 2020-02-28 三一筑工科技有限公司 Double-skin wall connecting structure
CN110847447B (en) * 2019-11-28 2021-01-29 三一筑工科技有限公司 Double-skin wall connecting structure

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