CN206591827U - A kind of shear wall aluminum alloy mould plate inclined support structure - Google Patents
A kind of shear wall aluminum alloy mould plate inclined support structure Download PDFInfo
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- CN206591827U CN206591827U CN201720270299.1U CN201720270299U CN206591827U CN 206591827 U CN206591827 U CN 206591827U CN 201720270299 U CN201720270299 U CN 201720270299U CN 206591827 U CN206591827 U CN 206591827U
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- ear plates
- gag lever
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Abstract
The utility model discloses a kind of shear wall aluminum alloy mould plate inclined support structure, including top connection, the top connection and the connection of shaped steel back cord, top connection includes supporting plate, the supporting plate outer surface is provided with two upper ear plates, connecting hole is equipped with two upper ear plates, support column top is located between two upper ear plates and rotatably connected by the bolt and two upper ear plates through support column upper mounting holes and upper connecting hole；Supporting plate inner surface is provided with connecting rod and gag lever post, described connecting rod one end is vertically fixedly connected on supporting plate inner surface center, the connecting rod other end from adjacent amphitypy steel back it is stupefied between pass through, the gag lever post is located at the adjacent stupefied back of amphitypy steel back and in vertical direction, gag lever post is fixedly connected perpendicular to connecting rod and center with the connecting rod other end, and the spacing and shaped steel back cord thickness between the gag lever post and supporting plate inner surface are adapted.Inclined support structure of the present utility model is less with material, and installing/dismounting is convenient, improves efficiency of construction.
Description
Technical field
The utility model is related to building form support technology field, more particularly to a kind of shear wall aluminum alloy mould plate with tiltedly
Support structure.
Background technology
At present, the concrete shear force wall of building trade, post, which are poured, generally uses shuttering supporting, in order to ensure concreting
Quality, except being added using the vertically arranged wooden a tree, used in making timber for boats back cord of tradition, the shaped steel back cord and Screw arbor with nut at both-ends that laterally set during model sheetinstallat
Gu it is outer, mold plate verticality is also adjusted using diagonal brace, diagonal brace lower end is fixed on concrete floor by thrust block, diagonal brace upper end
Connected by top connection and shaped steel back cord.The general top connection using E types between the shaped steel back cord and diagonal brace of current diagonal brace upper end
The contact surface of connection, existing E types top connection and shaped steel is provided with the recess of shaped steel back cord and in the notch portion
Fix bar, fix bar is provided with bolt and stator, and diagonal brace fastener notch portion is connected into shaped steel by bolt and stator carries on the back
On stupefied, such a structure material is more and dismounting is inconvenient, and efficiency of construction is relatively low during installation.Therefore, diagonal brace material, side how to be reduced
Just diagonal brace installing/dismounting, raising efficiency of construction are the problem of solving at present.
Utility model content
For deficiencies of the prior art, the purpose of this utility model is to propose a kind of shear wall aluminium alloy mould
Plate inclined support structure, this inclined support structure is less with material, and installing/dismounting is convenient, improves efficiency of construction.
To achieve the above object, the technical solution adopted in the utility model is as follows：
A kind of shear wall aluminum alloy mould plate inclined support structure, including top fixed structure, the top fixed structure include
Top connection, the top connection and the connection of shaped steel back cord, top connection include supporting plate, and the supporting plate outer surface is provided with ear on two
Plate, two upper ear plates are vertical with supporting plate outer surface and are symmetricly set on the both sides of supporting plate outer surface vertical direction center line, two
Be equipped with connecting hole on upper ear plate, support column top be located between two upper ear plates and by through support column upper mounting holes with
And the bolt and two upper ear plates of upper connecting hole are rotatably connected；The top connection also includes connecting rod and gag lever post, the connection
Bar one end is vertically fixedly connected on supporting plate inner surface center, the connecting rod other end from adjacent amphitypy steel back it is stupefied between pass through, institute
Gag lever post is stated positioned at the adjacent stupefied back of amphitypy steel back and in vertical direction, gag lever post is perpendicular to connecting rod and center and connecting rod
The other end is fixedly connected, and the spacing and shaped steel back cord thickness between the gag lever post and supporting plate inner surface are adapted.
Supporting plate, two upper ear plates, connecting rod and gag lever post constitute top connection, by top connection when top fixed structure is installed
Connecting rod and gag lever post pass through the adjacent stupefied formation of amphitypy steel back gap, then by top connection in perpendicular 90 degree revolve
Turn, you can realize the positioning between top connection and shaped steel back cord, operated during dismounting using opposite step, this fixed structure is installed
Convenient disassembly, improves efficiency of construction.
Further, the utility model also includes bottom fixed structure, and the bottom fixed structure includes base, the bottom
Seat includes bottom plate and two lower ear plates, and two lower ear plate is vertically set on plate upper surface, two lower ear plates and is equipped with lower connection
Hole, support column bottom be located between two lower ear plates and by the connecting pole through support column Lower mounting hole and lower connecting hole and
Rotatably connected between two lower ear plates；The bottom plate is provided with two base installing holes, two floor installation axially bored lines and support axis of a cylinder
Line is located in same vertical plane, and the vertical plane is perpendicular to bottom plate；Pass through embedded bar between the base and concrete floor
Connection, the embedded bar is provided with the U-shaped horizontal segment being embedded in concrete, and the U-shaped horizontal segment two ends are connected with upward
Two vertical sections, two vertical section, which is exposed, is each passed through two base installing holes after concrete floor, the embedded bar with it is described
Base installing hole is adapted, and is bent through the embedded bar after base installing hole to concrete floor.During casting concrete floor
The upward vertical section of the U-shaped horizontal segment of embedded bar and part is embedded in concrete, by two floor installations during floor installation
Hole and embedded bar expose the two ends connection of concrete floor, and the two ends of embedded bar are passed through pre-buried steel after two base installing holes
Muscle is bent to concrete floor, with pliers that the embedded bar above base installing hole is straight or cut when base is removed, and is pulled up
Embedded bar is cut from the root for exposing concrete floor section after base, simple step, material cost and operating expenses is dismounted
It is reduced.
Further, supporting plate described in the utility model and the upper ear plate are rectangle.
Further, connecting rod described in the utility model and the gag lever post are steel pipe or round steel.
Further, bottom plate described in the utility model is rectangular slab, and the rectangular slab length direction is vertical with template and long
Direction center line is spent to be located in the vertical plane.
Further, two lower ear plate described in the utility model is profile identical right-angled trapezium plate, the right-angled trapezium plate
Bottom is fixedly connected with the bottom plate.
Further, right-angled trapezium plate described in the utility model is divided into rectangular portion and triangular part, and the rectangular portion is described in
Vertical plane is symmetrical arranged, and the triangular part is arranged on two rectangular portion opposite directions.The right-angle side of right-angled trapezium plate is nearby base
Mounting hole set location, herein in relation to the right-angled trapezium plate on opposite, to lack triangular part be that will pass through base with hammer for convenience
The embedded bar of mounting hole bends to concrete floor.
Compared with prior art, the beneficial effects of the utility model are mainly reflected in：
1st, this inclined support structure is provided with connecting rod and gag lever post, and connecting rod and gag lever post are passed through into two adjacent shaped steel during installation
Back cord formation gap, now gag lever post be located at adjacent wooden a tree, used in making timber for boats back cord, shaped steel back cord and template formation space in, then will
This shear wall aluminum alloy mould plate inclined support structure 90 degree of rotations in perpendicular, you can realize that this shear wall aluminum alloy mould plate is used
Positioning of the inclined support structure on shaped steel back cord, is operated, easy installation and removal during dismounting using opposite step, improves construction effect
Rate；
2nd, top connection reduces material usage relative to existing E types diagonal brace fastener, reduces cost；
3rd, the two ends that embedded bar exposes concrete floor are passed through into two bases during floor installation in the fixed structure of bottom
Mounting hole, the embedded bar on two base installing holes is bent to concrete floor, it is not necessary to beat mounting hole, installs step
It is rapid simple；
4th, it is with pliers that the embedded bar above base installing hole is straight or cut when base in the fixed structure of bottom is removed
Fall, pull up after base by embedded bar from expose concrete floor section root cut, dismantling step is simple, it is not necessary to coagulation
Soil floor is repaired；
5th, the material cost and operating expenses of embedded bar are all reduced relative to using swell fixture, and efficiency of construction is big
It is big to improve.
Brief description of the drawings
Fig. 1 is the shear wall aluminum alloy mould plate inclined support structure schematic diagram of the utility model embodiment；
Fig. 2 is Fig. 1 middle and upper parts fixed structure enlarged diagram；
Fig. 3 is Fig. 2 right view；
Fig. 4 is top connection structural representation；
Fig. 5 is Fig. 4 left view；
Fig. 6 is Fig. 1 middle and lower parts fixed structure enlarged diagram；
Fig. 7 is the front view after base and embedded bar connection；
Fig. 8 is Fig. 7 top view.
In accompanying drawing, 1- top connections；2- bases；3- support columns；4- embedded bars；5- shaped steel back cords；6- wood a tree, used in making timber for boats back cords；7- moulds
Plate；8- concrete shear force walls；9- concrete floors；
11- supporting plates；12- upper ear plates；13- connecting rods；14- gag lever posts；21- bottom plates；22- lower ear plates；31- bolts；32-
Connecting pole；41-U shape horizontal segments；42- vertical sections；The upper connecting holes of 121-；211- base installing holes；Connecting hole under 221-.
Embodiment
The utility model is described in detail with reference to the accompanying drawings and detailed description.
As shown in Figures 1 to 5, the shear wall aluminum alloy mould plate inclined support structure of the present embodiment, including top fixed structure,
The top fixed structure includes top connection 1, and the top connection 1 and shaped steel back cord 5 are connected, and top connection 1 includes supporting plate 11, institute
The outer surface of supporting plate 11 is stated provided with two upper ear plates 12, two upper ear plates 12 are vertical with the outer surface of supporting plate 11 and are symmetricly set on support
Connecting hole 121 is equipped with the both sides of the outer surface vertical direction center line of plate 11, two upper ear plates 12, the top of support column 3 is located at
Revolved between two upper ear plates 12 and by the upper ear plate 12 of bolt 31 and two through support column upper mounting holes and upper connecting hole 121
Turn ground connection；The inner surface of supporting plate 11 is provided with connecting rod 13 and gag lever post 14, and described one end of connecting rod 13 is vertically fixed to be connected
The inner surface center of supporting plate 11 is connected on, the other end of connecting rod 13 is passed through between adjacent amphitypy steel back stupefied 5, the gag lever post 14
In stupefied 5 back of adjacent amphitypy steel back and in vertical direction, gag lever post 14 is another perpendicular to connecting rod 13 and center and connecting rod 13
One end is fixedly connected, and the spacing and the thickness of shaped steel back cord 5 between the gag lever post 14 and the inner surface of supporting plate 11 are adapted.Support
Plate 11, two upper ear plates 12, connecting rod 13 and gag lever post 14 constitute top connection 1, by top connection 1 when top fixed structure is installed
The gap that connecting rod 13 and gag lever post 14 are formed through adjacent amphitypy steel back stupefied 5, now gag lever post 14 is positioned at adjacent wooden a tree, used in making timber for boats
In the space of back cord 6, shaped steel back cord 5 and the formation of template 7（The inner side of template 7 is concrete shear force wall 8）, then by top connection perpendicular
90 degree of rotations in straight plane, you can realize the positioning between top connection and shaped steel back cord 5.Grasped during dismounting using opposite step
Make, easy installation and removal improves efficiency of construction, also reduces material usage relative to existing E types diagonal brace fastener, reduce
Cost.
As shown in Figures 1 to 5, the supporting plate 11 and upper ear plate 12 of the present embodiment are rectangle, and upper ear plate 12 is vertically arranged
In supporting plate 11.Connecting rod 13 is steel pipe or round steel with gag lever post 14.Specifically, connecting rod 13 and gag lever post 14 can also be adopted
With other shapes, as long as can be through being positioned to shaped steel back cord 5 behind the gap of amphitypy steel back stupefied 5 and rotation.
As shown in figure 1, diagonal brace is preferably connected with shaped steel back cord 5 for convenience, the utility model is additionally provided with bottom and consolidated
Determine structure, as shown in Figure 6 to 8, the bottom fixed structure includes base 2, and the base 2 includes rectangular base plate 21 and profile
Two pieces of right-angled trapezium lower ear plates 22 of identical, the length direction of bottom plate 21 is vertical with template 7, and bottom plate 21 is used for provided with two will
The base installing hole 211 that base 2 and concrete floor 9 are connected, two base installing holes 211 are arranged on the length direction center of bottom plate 21
On line and the axis of two base installing hole 211 and the axis of support column 3 are located in same vertical plane, the vertical plane is perpendicular to bottom plate
21。
As shown in Figure 6 to 8, two lower ear plates 22 are vertically set on the upper surface of bottom plate 21 and bottom and bottom plate 21 are fixed and connected
Connect, be equipped with lower connecting hole 221 on two lower ear plates 22, the bottom of support column 3 is located between two lower ear plates 22 and by through support
Rotatably connected between the lower ear plate 22 of connecting pole 32 and two of post Lower mounting hole and lower connecting hole 221.22 points of lower ear plate is
Rectangular portion and triangular part, the rectangular portion of two pieces of right-angled trapezium lower ear plates 22 are symmetrical arranged along the length direction center line of base 2, described
Triangular part is arranged on two rectangular portion opposite directions.The right-angle side of right-angled trapezium plate is nearby the set location of base installing hole 211, this
It is for convenience with instrument by through the pre-buried steel of base installing hole 211 that place lacks triangular part relative to the right-angled trapezium plate on opposite
Muscle 4 is bent to concrete floor 9.
As shown in Figure 6 to 8, connected between base 2 and concrete floor 9 by embedded bar 4, the embedded bar 4
Provided with the U-shaped horizontal segment 41 being embedded in concrete, the two ends of U-shaped horizontal segment 41 are connected with two upward vertical sections 42, institute
State two vertical sections 42 and expose and two base installing holes 211 are each passed through after concrete floor 9, the embedded bar 4 and the base
Mounting hole 211 is adapted, and is bent through the embedded bar 4 after base installing hole 211 to concrete floor 9.This bottom is dismounted just
Prompt aluminum alloy mould plate shaped steel back cord inclined support structure is arranged on concrete floor 9, by embedded bar during casting concrete floor 9
The upward vertical section 42 of 3U shapes horizontal segment 41 and part is embedded in concrete, and embedded bar 4 is exposed into coagulation during mounting seat
The two ends of soil floor 9 pass through two base installing holes 211, then with instrument by the embedded bar 4 on base installing hole 211
Bent to concrete floor 9, it is not necessary to beat mounting hole, installation steps are simple.With pliers by base installing hole when removing base 2
The embedded bar 4 of 211 tops is straight or cut, and pulls up after base and to cut embedded bar 4 from the root for exposing 9 sections of concrete floor
Fall, it is not necessary to which concrete floor 9 is repaired, the material cost and operating expenses of embedded bar 4 are relative to using expanding screw
Nail is all reduced, and easy installation and removal, disassembly and assembly time is greatly shortened, and improves efficiency of construction.
Finally it should be noted that above example is only unrestricted to illustrate the technical solution of the utility model, to the greatest extent
The utility model is described in detail with reference to preferred embodiment by pipe applicant, and one of ordinary skill in the art should manage
Solution, modifies or equivalent substitution to the technical solution of the utility model, without departing from the objective and scope of the technical program,
It all should cover among right of the present utility model.
Claims (7)
1. a kind of shear wall aluminum alloy mould plate inclined support structure, including top fixed structure, the top fixed structure include upper
Joint, the top connection and the connection of shaped steel back cord, top connection include supporting plate, and the supporting plate outer surface is provided with two upper ear plates,
Two upper ear plates are vertical with supporting plate outer surface and are symmetricly set on ear on the both sides of supporting plate outer surface vertical direction center line, two
Be equipped with connecting hole on plate, support column top be located between two upper ear plates and by through support column upper mounting holes and on
The bolt of connecting hole and two upper ear plates are rotatably connected；It is characterized in that：The top connection also includes connecting rod and gag lever post, institute
State connecting rod one end and be vertically fixedly connected on supporting plate inner surface center, the connecting rod other end from adjacent amphitypy steel back it is stupefied between wear
Cross, the gag lever post is located at the adjacent stupefied back of amphitypy steel back and in vertical direction, gag lever post perpendicular to connecting rod and center and
The connecting rod other end is fixedly connected, and the spacing and shaped steel back cord thickness between the gag lever post and supporting plate inner surface are adapted.
2. shear wall aluminum alloy mould plate inclined support structure according to claim 1, it is characterised in that：Also fixed including bottom
Structure, the bottom fixed structure includes base, and the base includes bottom plate and two lower ear plates, and two lower ear plate is vertically arranged
It is equipped with lower connecting hole on plate upper surface, two lower ear plates, support column bottom is located between two lower ear plates and by through branch
Rotatably connected between dagger Lower mounting hole and the connecting pole and two lower ear plates of lower connecting hole；The bottom plate is provided with two bottoms
Seat mounting hole, two floor installation axially bored lines are located in same vertical plane with support mast axis, and the vertical plane is perpendicular to bottom plate；Institute
State between base and concrete floor and to be connected by embedded bar, the embedded bar is provided with the U-shaped water being embedded in concrete
Flat section, the U-shaped horizontal segment two ends are connected with two upward vertical sections, and two vertical section is exposed wears respectively after concrete floor
Two base installing holes are crossed, the embedded bar is adapted with the base installing hole, through the embedded bar after base installing hole
Bent to concrete floor.
3. shear wall aluminum alloy mould plate inclined support structure according to claim 1, it is characterised in that：The supporting plate and institute
It is rectangle to state upper ear plate.
4. shear wall aluminum alloy mould plate inclined support structure according to claim 1, it is characterised in that：The connecting rod and institute
Gag lever post is stated for steel pipe or round steel.
5. shear wall aluminum alloy mould plate inclined support structure according to claim 2, it is characterised in that：The bottom plate is rectangle
Plate, the rectangular slab length direction is vertical with template and length direction center line is located in the vertical plane.
6. shear wall aluminum alloy mould plate inclined support structure according to claim 2, it is characterised in that：Two lower ear plate is
Profile identical right-angled trapezium plate, the right-angled trapezium plate bottom is fixedly connected with the bottom plate.
7. shear wall aluminum alloy mould plate inclined support structure according to claim 6, it is characterised in that：The right-angled trapezium plate
It is divided into rectangular portion and triangular part, the rectangular portion is symmetrical arranged along the vertical plane, the triangular part is arranged on two rectangular portion phases
Opposite direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720270299.1U CN206591827U (en) | 2017-03-20 | 2017-03-20 | A kind of shear wall aluminum alloy mould plate inclined support structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720270299.1U CN206591827U (en) | 2017-03-20 | 2017-03-20 | A kind of shear wall aluminum alloy mould plate inclined support structure |
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| CN206591827U true CN206591827U (en) | 2017-10-27 |
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| CN201720270299.1U Active CN206591827U (en) | 2017-03-20 | 2017-03-20 | A kind of shear wall aluminum alloy mould plate inclined support structure |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108005024A (en) * | 2018-01-25 | 2018-05-08 | 中交第公路工程局有限公司 | A kind of indentation project under construction flood water-bound and its construction method |
| CN108019038A (en) * | 2017-12-06 | 2018-05-11 | 中建四局第三建筑工程有限公司 | It is a kind of while mould fixing device and while touch fixed construction method |
| CN108843031A (en) * | 2018-06-22 | 2018-11-20 | 中国十七冶集团有限公司 | A kind of assembly concrete shear wall fittable slackening device and construction method |
| CN109488020A (en) * | 2018-11-28 | 2019-03-19 | 上海宝冶集团有限公司 | A kind of aluminum alloy pattern plate support accessory |
| CN111472539A (en) * | 2020-04-17 | 2020-07-31 | 深圳市嘉盛建筑工程有限公司 | Aluminum alloy template structure of shear force wall |
| CN111519894A (en) * | 2020-05-06 | 2020-08-11 | 安庆米锐智能科技有限公司 | Concrete placement encloses fender support steel form |
| CN112196257A (en) * | 2020-09-22 | 2021-01-08 | 中国建筑第五工程局有限公司 | Aluminum alloy formwork construction method for variable-storey-height building |
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2017
- 2017-03-20 CN CN201720270299.1U patent/CN206591827U/en active Active
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108019038A (en) * | 2017-12-06 | 2018-05-11 | 中建四局第三建筑工程有限公司 | It is a kind of while mould fixing device and while touch fixed construction method |
| CN108005024A (en) * | 2018-01-25 | 2018-05-08 | 中交第公路工程局有限公司 | A kind of indentation project under construction flood water-bound and its construction method |
| CN108843031A (en) * | 2018-06-22 | 2018-11-20 | 中国十七冶集团有限公司 | A kind of assembly concrete shear wall fittable slackening device and construction method |
| CN109488020A (en) * | 2018-11-28 | 2019-03-19 | 上海宝冶集团有限公司 | A kind of aluminum alloy pattern plate support accessory |
| CN109488020B (en) * | 2018-11-28 | 2024-03-01 | 上海宝冶集团有限公司 | Aluminum template support auxiliary tool |
| CN111472539A (en) * | 2020-04-17 | 2020-07-31 | 深圳市嘉盛建筑工程有限公司 | Aluminum alloy template structure of shear force wall |
| CN111472539B (en) * | 2020-04-17 | 2021-04-16 | 深圳市嘉盛建筑工程有限公司 | Aluminum alloy template structure of shear force wall |
| CN111519894A (en) * | 2020-05-06 | 2020-08-11 | 安庆米锐智能科技有限公司 | Concrete placement encloses fender support steel form |
| CN112196257A (en) * | 2020-09-22 | 2021-01-08 | 中国建筑第五工程局有限公司 | Aluminum alloy formwork construction method for variable-storey-height building |
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