CN216380552U - Aluminum mould matching plate structure at position of I-steel through shear wall - Google Patents

Aluminum mould matching plate structure at position of I-steel through shear wall Download PDF

Info

Publication number
CN216380552U
CN216380552U CN202120735408.9U CN202120735408U CN216380552U CN 216380552 U CN216380552 U CN 216380552U CN 202120735408 U CN202120735408 U CN 202120735408U CN 216380552 U CN216380552 U CN 216380552U
Authority
CN
China
Prior art keywords
wall
plate
aluminum
steel
shear
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.)
Active
Application number
CN202120735408.9U
Other languages
Chinese (zh)
Inventor
张龙洋
李斌
田晓航
贺超
常耀峰
余文龙
张校源
廖剑权
林波
张增旭
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.)
China Construction Second Engineering Bureau Co Ltd
Original Assignee
China Construction Second Engineering Bureau Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Construction Second Engineering Bureau Co Ltd filed Critical China Construction Second Engineering Bureau Co Ltd
Priority to CN202120735408.9U priority Critical patent/CN216380552U/en
Application granted granted Critical
Publication of CN216380552U publication Critical patent/CN216380552U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model provides a board structure is joined in marriage to I-steel shear force wall position aluminium mould, including aluminium mould wallboard upper segment, aluminium mould wallboard hypomere, first outer wall K board, second outer wall K board, standard aluminium mould wallboard and I-steel, aluminium mould wallboard upper segment sets up at shear force wall entrance to a cave upside, aluminium mould wallboard hypomere sets up in shear force wall entrance to a cave left side, first outer wall K board sets up at shear force wall entrance to a cave downside, second outer wall K board and standard aluminium mould wallboard all set up on shear force wall entrance to a cave right side, second outer wall K board is located the downside of standard aluminium mould wallboard, the I-steel passes the shear force wall entrance to a cave along the fore-and-aft direction level, install the shutoff module that is used for shutoff shear force wall entrance to a cave on the I-steel. According to the utility model, the shear wall opening is plugged by adopting the shaped extruded sheet and the concave aluminum-plastic sheet, so that the plugging difficulty of the shear wall opening is greatly reduced, and the convenience of workers and the appearance quality of structural molding of the I-steel through shear wall position are improved.

Description

Aluminum mould matching plate structure at position of I-steel through shear wall
Technical Field
The utility model relates to the technical field of building structure construction, in particular to an aluminum mould matching plate structure at a position of an I-shaped steel through shear wall.
Background
The house major structure who adopts the aluminum alloy template construction at present, design optimization optimizes into full shear force wall outer wall structure with structural style usually, when adopting cantilever type steel pipe outer frame construction, the I-steel of encorbelmenting wears the aluminum mould and appears conflicting easily, the current comparatively popular way of outrigger outer frame with aluminum mould cooperation construction is the short limb outrigger outer frame, the I-steel adopts the fixed mode of bolt nut with the structure, but adopt the convenience when short to the length of encorbelmenting, when the length of encorbelmenting is longer, for example when the facade design has decorative curtain aluminum plate or molding, adopt the short limb to encorbelment and need to increase the bracing on the one hand workman and operate the degree of difficulty great, on the other hand input material cost is higher, the whole expense is higher, be unfavorable for creating the effect. The method adopts the common overhanging I-steel, but has low overall cost, and the key is how to solve the problem of plugging the I-steel through the hole of the aluminum template.
When traditional I-steel worn the aluminum mould board, the wooden box was often pre-buried at the I-steel position, and the mode of the shutoff of font plank sheathing is used to the periphery, and the shortcoming is that the wooden box later stage is demolishd more troublesome, and thick liquid is leaked to the peripheral easy production of wooden box, and the font plank sheathing scale processing of character cut in bas-relief is inconvenient, and the peripheral burst mould phenomenon that appears very easily of structure to the plank sheathing is unfavorable for the requirement of green construction.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide an I-steel shear wall position aluminum mould matching plate structure, wherein the I-steel shear wall position aluminum mould matching plate structure is plugged at a shear wall opening by adopting a shaped extruded sheet and a concave aluminum-plastic sheet.
In order to achieve the purpose, the utility model adopts the following technical scheme:
an aluminum die plate distribution structure at an I-steel through shear wall position is arranged on the inner side and the outer side of a shear wall of an overhanging layer, a shear wall opening is reserved at the I-steel through shear wall position, the aluminum die plate distribution structure comprises an aluminum die wall plate upper section, an aluminum die wall plate lower section, a first outer wall K plate, a second outer wall K plate, a standard aluminum die wall plate and I-steel, the aluminum die wall plate upper section is arranged on the upper side of the shear wall opening, the aluminum die wall plate lower section is arranged on the left side of the shear wall opening, the first outer wall K plate is arranged on the lower side of the shear wall opening, the second outer wall K plate and the standard aluminum die wall plate are arranged on the right side of the shear wall opening, the second outer wall K plate is arranged on the lower side of the standard aluminum die wall plate, the I-steel horizontally penetrates through the shear wall opening along the front and back direction, the plate bottom of the aluminum die wall plate lower section and the plate top of the first outer wall K plate are all flush with the upper surface of a floor of the overhanging layer, and the top of the overhanging layer between the aluminum die wall plate upper section of the aluminum die wall plate, Between the board end of aluminium mould wallboard hypomere and the board top of first outer wall K board, between the right lateral part of aluminium mould wallboard upper segment and the left side portion of standard aluminium mould wallboard, between the board top of second outer wall K board and the board end of standard aluminium mould wallboard and all through a plurality of pin fixed connection between the right lateral part of first outer wall K board and the left side portion of second outer wall K board, install the shutoff module that is used for shutoff shear force wall entrance to a cave on the I-steel.
The bottom of the lower section of the aluminum mould wallboard and the top of the first outer wall K plate are flush with the upper surface of the floor of the overhanging layer, and the top of the second outer wall K plate is higher than the upper surface of the floor of the overhanging layer by 50 mm.
The plugging module comprises a shaped extruded sheet, the shaped extruded sheet is sleeved on the I-shaped steel and arranged in the opening of the shear wall, an I-shaped mounting groove which is matched with the I-shaped steel in shape and is open at the bottom is formed in the shaped extruded sheet, and the I-shaped steel correspondingly penetrates through the I-shaped mounting groove.
The front side and the rear side of regularization extruded sheet all are provided with the spill plastic-aluminum panel of fixed joint on the I-steel, the spill plastic-aluminum panel of front side is located the front side of shear force wall entrance to a cave, the spill plastic-aluminum panel of rear side is located the rear side of shear force wall entrance to a cave, penetrating and the bottom is uncovered around the notch of spill plastic-aluminum panel, the notch size of spill plastic-aluminum panel is the same with the cross sectional dimension of I-steel, all through angle aluminium fixed connection between the left side portion of spill plastic-aluminum panel and the right side portion of corresponding side aluminium mould wallboard hypomere and between the left side portion of spill plastic-aluminum panel and the left side portion of corresponding side standard aluminium mould wallboard.
Compared with the prior art, the I-steel shear wall position aluminum mould matching plate has substantial characteristics and progress, and particularly, the I-steel shear wall position aluminum mould matching plate adopts the shaped extruded sheet and the concave aluminum plastic sheet to plug the shear wall opening.
Drawings
Fig. 1 is a front view of the present invention.
Fig. 2 is a transverse cross-sectional view of the present invention.
Fig. 3 is an assembly view of the i-section and the shaped extruded sheet of the present invention.
Fig. 4 is a schematic structural view of the concave aluminum-plastic panel of the present invention.
Detailed Description
The embodiments of the present invention are further described below with reference to the drawings.
As shown in figures 1-4, an I-steel shear wall penetrating position aluminum formwork matching plate structure is arranged on the inner side and the outer side of a shear wall 1 of an overhanging layer, a shear wall opening is reserved in the I-steel shear wall penetrating position, the aluminum formwork matching plate structure comprises an aluminum formwork wall plate upper section 2, an aluminum formwork wall plate lower section 3, a first outer wall K plate 4, a second outer wall K plate 5, a standard aluminum formwork wall plate 6 and I-steel 7, the aluminum formwork wall plate upper section 2 is arranged on the upper side of the shear wall opening, the aluminum formwork wall plate lower section 3 is arranged on the left side of the shear wall opening, the first outer wall K plate 4 is arranged on the lower side of the shear wall opening, the second outer wall K plate 5 and the standard aluminum formwork wall plate 6 are arranged on the right side of the shear wall opening, the second outer wall K plate 5 is arranged on the lower side of the standard aluminum formwork wall plate 6, the I-steel 7 horizontally penetrates through the shear wall opening along the front and back direction, the plate bottom of the aluminum formwork wall plate lower section 3 and the top of the first outer wall K plate 4 are flush with the floor surface of the overhanging layer, between the board end of aluminium mould wallboard upper segment 2 and the board top of aluminium mould wallboard hypomere 3, between the board end of aluminium mould wallboard hypomere 3 and the board top of first outer wall K board 4, between the right side portion of aluminium mould wallboard upper segment 2 and the left side portion of standard aluminium mould wallboard 6, all through a plurality of pin fixed connection between the board top of second outer wall K board 5 and the board end of standard aluminium mould wallboard 6 and between the right lateral part of first outer wall K board 4 and the left side portion of second outer wall K board 5, install the shutoff module that is used for the shutoff shear force wall entrance to a cave on the I-steel 7.
The plate bottom of the lower section 3 of the aluminum mould wallboard and the plate top of the first outer wall K plate 4 are flush with the upper surface of the floor plate on the overhanging layer, and the plate top of the second outer wall K plate 5 is higher than the upper surface of the floor plate on the overhanging layer by 50 mm.
The plugging module comprises a shaped extruded sheet 8, the shaped extruded sheet 8 is sleeved on the I-shaped steel 7 and is arranged in the opening of the shear wall, an I-shaped mounting groove 9 which is matched with the I-shaped steel 7 in shape and has an open bottom is arranged on the shaped extruded sheet, and the I-shaped steel 7 correspondingly penetrates through the I-shaped mounting groove 9.
The front side and the rear side of the sizing extruded sheet 8 are provided with concave aluminum-plastic plates 10 fixedly clamped on the I-shaped steel 7, the concave aluminum-plastic plates 10 on the front side are located on the front side of the shear wall opening, the concave aluminum-plastic plates 10 on the rear side are located on the rear side of the shear wall opening, the front and the rear of the notch of the concave aluminum-plastic plates 10 are through, the bottom of the notch of the concave aluminum-plastic plates 10 is open, the size of the notch of the concave aluminum-plastic plates 10 is the same as the cross-sectional size of the I-shaped steel 7, and the left side of the concave aluminum-plastic plates 10 is fixedly connected with the right side of the corresponding side aluminum-mold wall plate lower section 3 and the left side of the concave aluminum-plastic plates 10 is fixedly connected with the left side of the corresponding side standard aluminum-mold wall plate 6 through angle aluminum 11.
The specific installation process of the utility model is as follows: when 20 # I-steel 7 is adopted, the height of the lower section 3 of the aluminum die wall plate is 200mm, the width of the lower section is B-300mm, B is the width of a standard aluminum die wall plate 6, an aluminum die blocking plate (not shown) is arranged at the opening of the shear wall, the height of the aluminum die blocking plate is 200mm, the width of the aluminum die blocking plate is 300mm, the upper section 2 of the aluminum die wall plate is arranged at the upper side of the opening of the shear wall according to a conventional mode, the lower section 3 of the aluminum die wall plate is arranged at the left side of the opening of the shear wall according to a conventional mode, the bottom of the upper section 2 of the aluminum die wall plate is fixedly connected with the top of the lower section 3 of the aluminum die wall plate and the top of the aluminum die blocking plate respectively through a plurality of pins, the bottom of the lower section 3 of the aluminum die wall plate and the bottom of the aluminum die blocking plate are flush with the upper surface of the concrete floor, the bottom of the lower section 3 of the aluminum die wall plate and the bottom of the aluminum die blocking plate are fixedly connected with the top of the first outer wall K plate 4 through a plurality of pins, the right side part of the lower section 3 of the aluminum die wall plate is fixedly connected with the left side of the aluminum die blocking plate through a plurality of the plurality of pins, when the I-steel 7 is installed, firstly the aluminum mould blocking plate is removed, the I-steel 7 directly passes through the opening of the shear wall, then the I-steel 7 is sleeved with the shaped extruded sheet, the concave aluminum-plastic plate after being cut is respectively fixedly clamped and installed on the I-steel of the front side and the rear side of the corresponding stereotyped extruded sheet, angle aluminum 11 is respectively arranged on the left side and the right side of the I-steel 7, the angle aluminum 11 on the left side is fixedly connected with the right side of the lower section 3 of the aluminum die wallboard through a plurality of pins, the angle aluminum 11 on the right side and the right side of the upper section 2 of the aluminum die wallboard are fixedly connected with the left side of the standard aluminum die wallboard 6 on the right side of the shear wall opening through a plurality of pins, and the left side of the concave aluminum-plastic plate 10 is fixedly connected with the right side of the lower section 3 of the aluminum die wallboard on the corresponding side and the left side of the concave aluminum-plastic plate 10 is fixedly connected with the left side of the standard aluminum die wallboard 6 on the corresponding side through the angle aluminum 11.
The above embodiments are merely to illustrate rather than to limit the technical solutions of the present invention, and although the present invention has been described in detail with reference to the above embodiments, those of ordinary skill in the art should understand that; modifications and equivalents may be made thereto without departing from the spirit and scope of the utility model and it is intended to cover in the claims the utility model as defined in the appended claims.

Claims (4)

1. The utility model provides a board structure is joined in marriage to I-steel wearing shear force wall position aluminium mould sets up in the shear force wall inside and outside on the layer is encorbelmented at the place, and the I-steel is worn shear force wall position and is reserved and be equipped with shear force wall entrance to a cave, its characterized in that: the aluminum formwork panel structure comprises an aluminum formwork wall panel upper section, an aluminum formwork wall panel lower section, a first outer wall K plate, a second outer wall K plate, a standard aluminum formwork wall panel and I-steel, wherein the aluminum formwork wall panel upper section is arranged on the upper side of a shear wall opening, the aluminum formwork wall panel lower section is arranged on the left side of the shear wall opening, the first outer wall K plate is arranged on the lower side of the shear wall opening, the second outer wall K plate and the standard aluminum formwork wall panel are arranged on the right side of the shear wall opening, the second outer wall K plate is arranged on the lower side of the standard aluminum formwork wall panel, the I-steel horizontally penetrates through the shear wall opening along the front-back direction, the bottom of the aluminum formwork wall panel lower section and the top of the first outer wall K plate are all flush with the upper surface of the floor bottom plate of the cantilever layer, the bottom of the aluminum formwork wall panel upper section and the top of the aluminum formwork wall panel lower section, the bottom of the aluminum formwork wall panel upper section and the top of the first outer wall K plate, the right side of the aluminum formwork wall panel upper section and the left side of the standard aluminum formwork wall panel, And the plate top of the second outer wall K plate and the plate bottom of the standard aluminum mould wall plate as well as the right side part of the first outer wall K plate and the left side part of the second outer wall K plate are fixedly connected through a plurality of pins, and the I-shaped steel is provided with a plugging module for plugging the shear wall opening.
2. The I-steel shear wall position aluminum die matching plate structure of claim 1, wherein: the plate top of the second outer wall K plate is 50mm higher than the upper surface of the floor plate of the overhanging layer.
3. The I-steel shear wall position aluminum die matching plate structure of claim 2, wherein: the plugging module comprises a shaped extruded sheet, the shaped extruded sheet is sleeved on the I-shaped steel and arranged in the opening of the shear wall, an I-shaped mounting groove which is matched with the I-shaped steel in shape and is open at the bottom is formed in the shaped extruded sheet, and the I-shaped steel correspondingly penetrates through the I-shaped mounting groove.
4. The I-steel shear wall position aluminum die matching plate structure of claim 3, wherein: the front side and the rear side of regularization extruded sheet all are provided with the spill plastic-aluminum panel of fixed joint on the I-steel, the spill plastic-aluminum panel of front side is located the front side of shear force wall entrance to a cave, the spill plastic-aluminum panel of rear side is located the rear side of shear force wall entrance to a cave, penetrating and the bottom is uncovered around the notch of spill plastic-aluminum panel, the notch size of spill plastic-aluminum panel is the same with the cross sectional dimension of I-steel, all through angle aluminium fixed connection between the left side portion of spill plastic-aluminum panel and the right side portion of corresponding side aluminium mould wallboard hypomere and between the left side portion of spill plastic-aluminum panel and the left side portion of corresponding side standard aluminium mould wallboard.
CN202120735408.9U 2021-04-12 2021-04-12 Aluminum mould matching plate structure at position of I-steel through shear wall Active CN216380552U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120735408.9U CN216380552U (en) 2021-04-12 2021-04-12 Aluminum mould matching plate structure at position of I-steel through shear wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120735408.9U CN216380552U (en) 2021-04-12 2021-04-12 Aluminum mould matching plate structure at position of I-steel through shear wall

Publications (1)

Publication Number Publication Date
CN216380552U true CN216380552U (en) 2022-04-26

Family

ID=81216400

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120735408.9U Active CN216380552U (en) 2021-04-12 2021-04-12 Aluminum mould matching plate structure at position of I-steel through shear wall

Country Status (1)

Country Link
CN (1) CN216380552U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116129061A (en) * 2023-04-18 2023-05-16 三一筑工科技股份有限公司 Method for generating plugging module model and method for processing prefabricated shear wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116129061A (en) * 2023-04-18 2023-05-16 三一筑工科技股份有限公司 Method for generating plugging module model and method for processing prefabricated shear wall

Similar Documents

Publication Publication Date Title
CN102704672B (en) Installation construction method for large all-steel formwork at internal corner of shear wall
CN103243906B (en) Build the bracing or strutting arrangement of shear wall
CN216380552U (en) Aluminum mould matching plate structure at position of I-steel through shear wall
CN110374322A (en) A kind of assembled waffle beam plate device
CN110778105A (en) Clear water formwork and construction process thereof
CN103590599B (en) From compacted clamping apparatus and using method
CN206942138U (en) Cast template splices bridge plate
CN207905355U (en) The big punching block of square column
CN209211880U (en) A kind of 90 degree of molding plane template inner corner trim devices
CN207620368U (en) The big punching block of class square column
CN104763139B (en) Flat plastic molding board
CN205976497U (en) Capillary groove design mould
CN209224259U (en) Turnover type concrete precast block makes mold
CN209976013U (en) Aluminum alloy plug plate structure of all-steel large template
CN211850840U (en) Concrete stair template
CN104563485A (en) Building formwork system
CN210947661U (en) Installation device of socket type overhanging scaffold
CN210850729U (en) One-way superimposed sheet bending resistance mould and side forms thereof
CN207620367U (en) The big punching block of class rectangle column
CN208396295U (en) A kind of open-cut station construction stair formwork erecting structure
CN204590573U (en) flat plastic template
CN107237497B (en) The erection method of concrete cast template
CN205291221U (en) Prefabricated mould of concrete guardrail
CN217631252U (en) Concrete turn-ups one shot forming die set
CN216713831U (en) Novel aluminum formwork for connecting stair wallboard and step formwork

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant