Stable double-sided laminated shear wall structure with bevel steel bar trusses

Abstract

The utility model relates to the technical field of double-faced laminated shear walls, in particular to a stable type bevel steel bar truss double-faced laminated shear wall structure which comprises an outer leaf wallboard and an inner leaf wallboard, steel bar meshes are arranged in the outer leaf wallboard and the inner leaf wallboard respectively, a connecting assembly is arranged between the outer leaf wallboard and the inner leaf wallboard, and the outer leaf wallboard and the inner leaf wallboard are connected through the connecting assembly. Each connecting assembly comprises upper chord ribs, lower chord ribs, inclined web ribs and bending angles, one upper chord rib and the two lower chord ribs are fixedly connected with the two inclined web ribs through welding, the upper chord ribs, the lower chord ribs and the inclined web ribs jointly form a triangular supporting structure, the multiple upper chord ribs are connected with the steel bar mesh in a binding mode, and the multiple lower chord ribs are connected with the steel bar mesh in a binding mode. The multiple lower chord ribs are connected with the reinforcing mesh in a binding mode. The two ends of the tree-shaped opposite-pulling piece are connected with the outer wall plate and the inner wall plate correspondingly, the tree-shaped opposite-pulling piece can form a plurality of connecting points between the two wall bodies, and therefore connection between the outer wall plate and the inner wall plate is tighter and firmer.

Description

TECHNICAL FIELD

[0001] The utility model relates to double -faced superimposed shear wall technical field, especially in a kind of stable type angle folded steel bar truss double -faced superimposed shear wall structure. BACKGROUND

[0002] Double -faced superimposed shear wall structure is the concrete structure of half prefabricated half cast-in-situ, absorbs the advantages of cast-in-situ concrete structure and prefabricated concrete structure, with the characteristics of prefabricated component high quality, cast-in-situ connection integrity, adapt to the demand of residential industrialization, it is more and more applied in building field now;In practical application, the existing shear wall usually needs the following technologies:

[0003] 1, steel bar truss, by welding or binding to form stable truss structure;

[0004] 2, inner leaf wallboard, mainly bears the vertical load and horizontal load of structure;

[0005] 3, outer leaf wallboard, mainly plays the role of enclosure and decoration.

[0006] In the process of stress, angle folded steel bar truss as the key component connecting inner and outer leaf wallboard, can effectively transmit internal force, so that inner and outer leaf wallboard work together, when wall is subjected to vertical load, inner and outer leaf wallboard bear pressure together;When wall is subjected to horizontal load, steel bar truss transmits horizontal force to inner and outer leaf wallboard through the shear resistance of its web bar steel bar, so that wall body resists horizontal load as a whole.

[0007] The production mode of existing double -faced superimposed shear wall limits the lateral restraint difference between two sides of prefabricated wallboard, only one side of steel mesh and truss steel form reliable connection, while the other side of steel mesh and truss steel are not connected, it is difficult to form effective lateral restraint between two sides of prefabricated wallboard, greatly weaken the connection performance of steel bar truss and steel mesh in prefabricated wallboard, reduce the seismic performance of shear wall overall structure. UTILITY MODEL CONTENTS

[0008] In view of the deficiency of prior art, the utility model provides a stable type angle folded steel bar truss double -faced superimposed shear wall structure, solves the technical problem that the production mode of existing double -faced superimposed shear wall limits the lateral restraint difference between two sides of prefabricated wallboard, only one side of steel mesh and truss steel form reliable connection, while the other side of steel mesh and truss steel are not connected, it is difficult to form effective lateral restraint between two sides of prefabricated wallboard, greatly weaken the connection performance of steel bar truss and steel mesh in prefabricated wallboard, reduce the seismic performance of shear wall overall structure.

[0009] To realize above-mentioned purpose, the utility model is realized by following technical scheme:

[0010] The utility model provides a kind of stable type angle folded reinforcement truss double-face composite shear wall structure, including outer leaf wallboard and inner leaf wallboard, steel mesh is arranged in outer leaf wallboard and inner leaf wallboard, connecting assembly is arranged between outer leaf wallboard and inner leaf wallboard, connecting assembly includes upper chord, lower chord, inclined web and bending angle, one upper chord and two lower chords are fixedly connected with two inclined webs by welding, and upper chord, lower chord and inclined web jointly constitute triangular support structure.

[0011] Preferably: multiple upper chords are connected with steel mesh by binding.

[0012] Preferably: multiple lower chords are connected with steel mesh by binding.

[0013] Preferably: multiple connecting assemblies are staggered between outer leaf wallboard and inner leaf wallboard.

[0014] Preferably: multiple tree-shaped counter-pulling pieces are staggered between outer leaf wallboard and inner leaf wallboard.

[0015] Preferably: each tree-shaped counter-pulling piece is installed with inclined web staggered, and two ends of tree-shaped counter-pulling piece are connected with outer leaf wallboard and inner leaf wallboard respectively.

[0016] Compared with prior art, the utility model has the following beneficial effects:

[0017] Firstly, in the utility model, the bottom of inclined web with bending angle and two lower chords can jointly provide anchoring force of reinforcement truss in double-face composite shear wall concrete panel, and the inclined web is arranged in the cavity of double-face composite shear wall in positive and negative staggered mode, so as to increase the transverse constraint of inclined web between two prefabricated panels, which helps to effectively transmit and disperse force to the whole wall structure under different direction forces, thereby improving the overall stability of the structure.

[0018] Secondly, in the utility model, two ends of tree-shaped counter-pulling piece are connected with outer leaf wallboard and inner leaf wallboard respectively, and the tree-shaped counter-pulling piece can form multiple connection points between two wall bodies, so as to make the connection between outer leaf wallboard and inner leaf wallboard more closely and firmly, form a whole structure working cooperatively, effectively resist the separation trend caused by external force, and the branch structure can disperse and transmit concentrated external force, thereby avoiding the situation that stress is concentrated in local connection point to cause connection failure. BRIEF DESCRIPTION OF DRAWINGS

[0019] The above description is only a summary of the technical scheme of the utility model, in order to more clearly understand the technical means of the utility model, and the content of the specification can be implemented, the following preferred embodiments of the utility model are described in detail with reference to the drawings.

[0020] Figure 1 It is plane structure diagram of the utility model.

[0021] Figure 2 It is the inclined web connecting structure diagram of the utility model;

[0022] Figure 3 It is the split structure diagram of the utility model;

[0023] Figure 4 It is the steel bar truss structure diagram of the utility model;

[0024] Figure 5 It is the tree-shaped counter-force piece structure diagram of the utility model.

[0025] Legend: 11, outer leaf wallboard; 12, inner leaf wallboard; 13, upper chord; 14, lower chord; 15, inclined web; 16, bending angle; 17, tree-shaped counter-force piece; 18, steel mesh. DETAILED DESCRIPTION

[0026] The embodiment of the application provides a stable angle steel bar truss double-face composite shear wall structure, effectively solves the technical problem that the production mode of the existing double-face composite shear wall limits the transverse constraint difference between the two sides of the prefabricated wallboard, only one side of the steel mesh is reliably connected with the truss steel bar, and the other side of the steel mesh is not connected with the truss steel bar, effective transverse constraint is difficult to form between the two sides of the prefabricated wallboard, the connection performance of the steel truss and the steel mesh in the prefabricated wallboard is greatly weakened, and the anti-seismic performance of the overall structure of the shear wall is reduced, in the utility model, the bottom of the inclined web is provided with a bending angle and two lower chords, which can jointly provide the anchoring force of the steel truss in the double-face composite shear wall concrete panel, the inclined web is arranged in the cavity of the double-face composite shear wall in a positive and reverse staggered mode, the transverse constraint between the two sides of the prefabricated panel is increased, the angle setting is helpful to effectively transmit and disperse force to the whole wall structure under stress in different directions, so that the overall stability of the structure is improved; in the utility model, the two ends of the tree-shaped counter-force piece are connected with the outer leaf wallboard and the inner leaf wallboard respectively, the tree-shaped counter-force piece can form multiple connection points between the two wall bodies, so that the connection between the outer leaf wallboard and the inner leaf wallboard is more compact and firm, a whole structure that cooperatively works is formed, the separation trend caused by external force is effectively resisted, the branch structure can disperse and transmit concentrated external force, and the stress concentration in the local connection point leading to connection failure is avoided.

[0027] EMBODIMENT

[0028] As Figure 1 , Figure 2 , Figure 3 , Figure 4 and Figure 5As shown, the technical scheme in the embodiment of the application effectively solves the technical problem that the existing production mode of the double-sided composite shear wall limits the lateral restraint difference between the two sides of the prefabricated wallboard, only one side of the steel mesh is reliably connected with the truss steel reinforcement, and the other side of the steel mesh is not connected with the truss steel reinforcement, it is difficult to form effective lateral restraint between the two sides of the prefabricated wallboard, greatly weakening the connection performance of the steel truss and the steel mesh in the prefabricated wallboard, and reducing the seismic performance of the overall structure of the shear wall, and the overall idea is as follows:

[0029] In view of the problems in the prior art, the utility model provides a stable angle folding steel bar truss double-sided composite shear wall structure, including outer leaf wallboard 11 and inner leaf wallboard 12, steel mesh 18 is arranged in outer leaf wallboard 11 and inner leaf wallboard 12, and connecting assembly is arranged between outer leaf wallboard 11 and inner leaf wallboard 12, and connecting assembly includes upper chord 13, lower chord 14, inclined web 15 and bending angle 16.

[0030] One upper chord 13 and two lower chords 14 are fixedly connected with two inclined webs 15 through welding, and the upper chord 13, the lower chord 14 and the inclined web 15 jointly constitute a triangular support structure, a plurality of upper chords 13 are connected with the steel mesh 18 in a binding mode, and a plurality of lower chords 14 are connected with the steel mesh 18 in a binding mode.

[0031] A plurality of connecting assemblies are staggered between the outer leaf wallboard 11 and the inner leaf wallboard 12, a plurality of tree-shaped counter-pulling pieces 17 are staggered between the outer leaf wallboard 11 and the inner leaf wallboard 12, each tree-shaped counter-pulling piece 17 is installed in a staggered mode with the inclined web 15, and the two ends of the tree-shaped counter-pulling piece 17 are connected with the outer leaf wallboard 11 and the inner leaf wallboard 12 respectively.

[0032] The outer leaf wallboard 11 is an important component of the double-sided composite shear wall structure, is arranged in parallel with the inner leaf wallboard 12, jointly bears the structural load, is formed by pouring concrete, has the steel mesh 18 arranged inside to enhance the strength, is connected with the inner leaf wallboard 12 through the upper chord 13, the lower chord 14, the inclined web 15, the bending angle 16 and the tree-shaped counter-pulling piece 17 of the connecting assembly, participates in forming the stable wall structure, ensures the overall flatness and perpendicularity of the wall through the plate folding and buckling process, and improves the construction quality;

[0033] The inner leaf wallboard 12: together with the outer leaf wallboard 11 to form a double-sided composite shear wall structure, also formed by pouring concrete, has a steel mesh 18 arranged inside, cooperates with the outer leaf wallboard 11 through various connecting components, bears the vertical and horizontal load, and together with the outer leaf wallboard 11 ensures the stability and integrity of the wall, plays a key role in improving the construction quality by means of the plate folding and buckling process;

[0034] Upper chord 13: It is part of the connecting assembly, which is fixedly connected with two lower chords 14 and two diagonal web members 15 through welding to form a triangular support structure, thereby enhancing the stability of the connecting assembly. A plurality of upper chords 13 are connected with the steel mesh 18 through binding, thereby connecting the connecting assembly with the steel mesh 18 in the inner and outer wallboards, so that the whole wall structure forms a force integral whole, and helps to transfer and disperse external force,

[0035] Lower chord 14: It is also a component of the connecting assembly, and two lower chords 14 are welded with one upper chord 13 and two diagonal web members 15 to form a triangular support structure. A plurality of lower chords 14 are connected with the steel mesh 18 through binding, thereby participating in the formation of a stable connecting assembly on the one hand, and being connected with the steel mesh 18 on the other hand, which helps to transfer external force to the whole wall structure, and the bending angle 16 at the bottom of the diagonal web member 15 and the two lower chords 14 together provide anchoring force for the steel truss in the double-face composite shear wall concrete panel;

[0036] Diagonal web member 15: It is a key component of the connecting assembly, and its two ends are welded with the upper chord 13 and the lower chord 14, respectively. It is arranged in the cavity between the outer leaf wallboard 11 and the inner leaf wallboard 12 in a positive and negative staggered manner, thereby increasing the transverse constraint between the two sides of the prefabricated panel. When subjected to force in different directions, it effectively transfers and disperses the force to the whole wall structure, thereby improving the overall stability of the structure. The bending angle 16 at the bottom of the diagonal web member 15 and the two lower chords 14 together provide anchoring force for the steel truss in the double-face composite shear wall concrete panel;

[0037] Bending angle 16: It is part of the connecting assembly, and is connected with the diagonal web member 15, the upper chord 13 and the lower chord 14. It is designed to be bent and has an angle of 0-30° with the horizontal plane. This angle setting helps to optimize the transfer and dispersion of force under different direction forces. The bending angle 16 at the bottom of the diagonal web member 15 and the two lower chords 14 together provide anchoring force for the steel truss in the double-face composite shear wall concrete panel, thereby improving the stability of the wall structure;

[0038] Tree-shaped tension member 17: A plurality of tree-shaped tension members 17 are arranged in a staggered manner between the outer leaf wallboard 11 and the inner leaf wallboard 12, and are installed in a staggered manner with the diagonal web members 15. The two ends are connected with the outer leaf wallboard 11 and the inner leaf wallboard 12, respectively, thereby forming a plurality of connecting points between the two walls, making the connection between the outer leaf wallboard 11 and the inner leaf wallboard 12 more tight and firm, forming a whole structure that works cooperatively, and effectively resisting the separation trend caused by external force. The branch structure can disperse and transfer concentrated external force, thereby preventing stress concentration from causing connection failure;

[0039] Steel mesh 18: It is arranged in the outer leaf wallboard 11 and the inner leaf wallboard 12, and is connected with a plurality of upper chords 13 and lower chords 14 through binding, respectively, thereby enhancing the load-bearing capacity of the wallboard, making the connecting assembly and the wallboard better cooperate under stress, and being an important component for ensuring the strength and stability of the wall structure.

[0040] Working principle:

[0041] The outer leaf wall plate 11 and the inner leaf wall plate 12 are connected to two parallel prefabricated wall bodies, and the plate type connector is tree-shaped, including a fixed part and a connecting plate, the fixed part and part of the connecting plate are wrapped by the concrete wall plate, and the other part of the connecting plate is exposed from one side of the concrete wall plate and forms a spaced arrangement, during installation, the exposed sides of the connecting plates of the two prefabricated wall bodies are arranged opposite to each other, the connecting plate on one of the prefabricated wall bodies overlaps the connecting plate on the other prefabricated wall body, and then a fixing member is used to fix the overlapping connecting plates, so that the two prefabricated wall bodies are fixed and connected, and a flip plate counter buckle form is formed, the outer leaf wall plate 11 and the inner leaf wall plate 12 use the flip plate counter buckle process, so that the overall flatness and perpendicularity of the wall body are ensured, and the construction quality is improved.

[0042] The bending angle 16 is designed to be bent, the angle between the bending angle 16 and the horizontal plane is 0-30°, the bottom of the inclined web 15 is provided with the bending angle 16, and the two lower chord 14 can jointly provide the anchoring force of the steel truss in the double-face composite shear wall concrete panel, and the inclined web 15 is arranged in the cavity of the double-face composite shear wall in a positive and negative staggered manner, so as to increase the transverse constraint of the inclined web 15 between the two prefabricated panels, and the angle setting is helpful to effectively transmit and disperse the force to the whole wall structure in different directions, so as to improve the overall stability of the structure.

[0043] The two ends of the tree-shaped puller 17 are connected with the outer leaf wall plate 11 and the inner leaf wall plate 12 respectively, the tree-shaped puller 17 can form multiple connection points between the two wall bodies, so that the connection between the outer leaf wall plate 11 and the inner leaf wall plate 12 is more close and firm, a whole structure that cooperates with each other is formed, the separation tendency caused by external force is effectively resisted, the branch structure can disperse and transmit the concentrated external force, and the stress concentration in the local connection point leading to connection failure is avoided.

[0044] Finally, it should be noted that: obviously, the above embodiments are only examples for clearly illustrating the utility model, and are not limited to the implementation mode. For ordinary skilled persons in the art, other different forms of changes or changes can be made on the basis of the above description. Here, it is not necessary and impossible to exhaust all the implementation modes. The obvious changes or changes derived therefrom are still within the protection scope of the utility model.

Claims

1. A stable type of folded angle steel bar truss double-sided composite shear wall structure comprising an outer leaf wall panel (11) and an inner leaf wall panel (12), characterized in that, The outer leaf wallboard (11) and the inner leaf wallboard (12) are provided with steel mesh (18), the outer leaf wallboard (11) and the inner leaf wallboard (12) are provided with connecting assembly, the connecting assembly includes upper chord (13), lower chord (14), inclined web (15) and bending angle (16), one upper chord (13) and two lower chord (14) are fixedly connected with two inclined web (15) by welding, the upper chord (13), lower chord (14) and inclined web (15) constitute a triangular support structure.

2. A stable type of folded angle steel bar truss double front laminated shear wall structure according to claim 1, characterized in that, Multiple upper chord (13) is connected with steel mesh (18) by binding.

3. A stable type of folded angle steel bar truss double front laminated shear wall structure according to claim 1, characterized in that, Multiple lower chord (14) is connected with steel mesh (18) by binding.

4. A stable type of folded angle steel bar truss double front laminated shear wall structure according to claim 1, characterized in that, Multiple connecting assembly is staggered between the outer leaf wallboard (11) and the inner leaf wallboard (12).

5. A stable type of folded angle steel bar truss double front laminated shear wall structure according to claim 1, characterized in that, Multiple tree-shaped counter-pulling piece (17) is staggered between the outer leaf wallboard (11) and the inner leaf wallboard (12).

6. A stable type of folded angle steel bar truss double front composite shear wall structure according to claim 5, characterized in that, Each tree-shaped counter-pulling piece (17) is installed with inclined web (15) staggered, and the two ends of tree-shaped counter-pulling piece (17) are connected with outer leaf wallboard (11) and inner leaf wallboard (12) respectively.

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